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2012 Hanscom ESPR appendix C
Appendix C Ground Transportation Appendix CGround Transportation C-1 Appendix C Ground Transportation C-12013 Hanscom Field Travel Questionnaire ............................................................... C-4 Instructions .................................................................................................................................................C-5 Employee & Student Survey Questions ......................................................................................................C-5 Employee & Student Survey Responses ....................................................................................................C-17 C-22012 Intersection Turning Movement Counts .........................................................C-45 MORNING_PEAK_HOURS #1 Route 4-225 & Hartwell Avenue, Lexington .........................................................................................C-46 #2 Massachusetts Avenue & Route 2A, Lexington ....................................................................................C-51 #3 Old Massachusetts Avenue & Route 2A, Lexington .............................................................................C-56 #4 Airport Road & Route 2A, Lexington ....................................................................................................C-61 #5 Hanscom Drive & Old Bedford Road, Lincoln .......................................................................................C-66 #6 Hanscom Drive & Route 2A, Lincoln .....................................................................................................C-71 #7 Bedford Road & Route 2A, Lincoln .......................................................................................................C-76 #8 Cambridge Turnpike Cut-Off, Brooks Road, Lexington Road & Route 2A, Lincoln/Concord ................C-81 #9 Old Bedford Road & Lexington Road (Route 2A), Concord ..................................................................C-86 #10 Old Bedford Road & Virginia Road, Concord ......................................................................................C-91 #11 Old Bedford Road & Route 62, Concord .............................................................................................C-96 #12 Hartwell Road & Route 62, Bedford .................................................................................................C-101 #13 South Road & Hartwell Road, Bedford .............................................................................................C-106 #14 Route 4-225 & Route 62, Bedford ....................................................................................................C-111 #15 Great Road (Route 4-225), Springs Road & South Road, Bedford ....................................................C-116 #16 South Road, Loomis Street & Railroad Avenue, Bedford .................................................................C-121 AFTERNOON_PEAK_HOURS #1 Route 4-225 & Hartwell Avenue, Lexington .......................................................................................C-126 #2 Massachusetts Avenue & Route 2A, Lexington...................................................................................C-131 #3 Old Massachusetts Avenue & Route 2A, Lexington ...........................................................................C-136 #4 Airport Road & Route 2A, Lexington ..................................................................................................C-141 #5 Hanscom Drive & Old Bedford Road, Lincoln .....................................................................................C-146 #6 Hanscom Drive & Route 2A, Lincoln ...................................................................................................C-151 #7 Bedford Road & Route 2A, Lincoln .....................................................................................................C-156 #8 Cambridge Turnpike Cut-Off, Brooks Road, Lexington Road & Route 2A, Lincoln/Concord ..............C-161 #9 Old Bedford Road & Lexington Road (Route 2A), Concord ................................................................C-166 #10 Old Bedford Road & Virginia Road, Concord ....................................................................................C-171 #11 Old Bedford Road & Route 62, Concord ..........................................................................................C-176 2012 Environmental Status and Planning Report C-1 #12 Hartwell Road & Route 62, Bedford .................................................................................................C-181 #13 South Road & Hartwell Road, Bedford .............................................................................................C-186 #14 Route 4-225 & Route 62, Bedford ....................................................................................................C-191 #15 Great Road (Route 4-225), Springs Road & South Road, Bedford ....................................................C-196 #16 South Road, Loomis Street & Railroad Avenue, Bedford .................................................................C-201 C-32012 Automatic Traffic Recorder (ATR) Counts .....................................................C-206 Location A: Route 2A, east of Airport Road (Lexington) .........................................................................C-207 Location B: Bedford Road, south of Route 2A (Lincoln) ..........................................................................C-243 Location C: Cambridge Turnpike Cut-Off, southwest of Lexington Road (Lincoln, near Concord line) ...C-279 Location D: Old Bedford Road, north of Virginia Road (Concord) ...........................................................C-315 Location E: Route 62, west of Old Bedford Road (Concord) ...................................................................C-351 Location F: Hanscom Drive, north of Old Bedford Road (Lincoln) ..........................................................C-387 C-42012 Vehicle Occupancy Survey ............................................................................C-423 C-5SYNCHRO Level of Service Analysis:2012 ..............................................................C-426 MORNING_PEAK_HOURS: #5 Hanscom Drive & Old Bedford Road, Lincoln .....................................................................................C-427 #6 Hanscom Drive & Route 2A, Lincoln ...................................................................................................C-429 #10 Old Bedford Road & Virginia Road, Concord ....................................................................................C-431 AFTERNOON_PEAK_HOURS: #5 Hanscom Drive & Old Bedford Road, Lincoln .....................................................................................C-433 #6 Hanscom Drive & Route 2A, Lincoln ...................................................................................................C-435 #10 Old Bedford Road & Virginia Road, Concord ....................................................................................C-437 C-6SYNCHRO LOS Analysis: 2020 No Build ..................................................................C-439 MORNING_PEAK_HOURS: #5 Hanscom Drive & Old Bedford Road, Lincoln .....................................................................................C-440 #6 Hanscom Drive & Route 2A, Lincoln ...................................................................................................C-442 #10 Old Bedford Road & Virginia Road, Concord ....................................................................................C-444 AFTERNOON_PEAK_HOURS: #5 Hanscom Drive & Old Bedford Road, Lincoln .....................................................................................C-446 #6 Hanscom Drive & Route 2A, Lincoln ...................................................................................................C-448 #10 Old Bedford Road & Virginia Road, Concord ....................................................................................C-450 C-7SYNCHRO LOS Analysis: 2020 Build .......................................................................C-452 MORNING_PEAK_HOURS: #5 Hanscom Drive & Old Bedford Road, Lincoln .....................................................................................C-453 #6 Hanscom Drive & Route 2A, Lincoln ...................................................................................................C-455 #10 Old Bedford Road & Virginia Road, Concord ....................................................................................C-457 AFTERNOON_PEAK_HOURS: #5 Hanscom Drive & Old Bedford Road, Lincoln .....................................................................................C-459 #6 Hanscom Drive & Route 2A, Lincoln ...................................................................................................C-461 #10 Old Bedford Road & Virginia Road, Concord ....................................................................................C-463 2012 Environmental Status and Planning Report C-2 C-8SYNCHRO LOS Analysis: 2030 No Build ..................................................................C-465 MORNING_PEAK_HOURS: #2 Massachusetts Avenue & Route 2A, Lexington ..................................................................................C-466 #3 Old Massachusetts Avenue & Route 2A, Lexington ...........................................................................C-469 #4 Airport Road & Route 2A, Lexington ..................................................................................................C-471 #5 Hanscom Drive & Old Bedford Road, Lincoln .....................................................................................C-473 #6 Hanscom Drive & Route 2A, Lincoln ...................................................................................................C-475 #10 Old Bedford Road & Virginia Road, Concord ....................................................................................C-477 AFTERNOON_PEAK_HOURS: #2 Massachusetts Avenue & Route 2A, Lexington ..................................................................................C-479 #3 Old Massachusetts Avenue & Route 2A, Lexington ...........................................................................C-482 #4 Airport Road & Route 2A, Lexington ..................................................................................................C-484 #5 Hanscom Drive & Old Bedford Road, Lincoln .....................................................................................C-486 #6 Hanscom Drive & Route 2A, Lincoln ...................................................................................................C-488 #10 Old Bedford Road & Virginia Road, Concord ....................................................................................C-490 C-9SYNCHRO LOS Analysis: 2030 Build ......................................................................C-492 MORNING_PEAK_HOURS: #2 Massachusetts Avenue & Route 2A, Lexington ..................................................................................C-493 #3 Old Massachusetts Avenue & Route 2A, Lexington ...........................................................................C-496 #4 Airport Road & Route 2A, Lexington ..................................................................................................C-498 #5 Hanscom Drive & Old Bedford Road, Lincoln .....................................................................................C-500 #6 Hanscom Drive & Route 2A, Lincoln ...................................................................................................C-502 #10 Old Bedford Road & Virginia Road, Concord ....................................................................................C-504 AFTERNOON_PEAK_HOURS: #2 Massachusetts Avenue & Route 2A, Lexington ..................................................................................C-506 #3 Old Massachusetts Avenue & Route 2A, Lexington ...........................................................................C-509 #4 Airport Road & Route 2A, Lexington ..................................................................................................C-511 #5 Hanscom Drive & Old Bedford Road, Lincoln .....................................................................................C-513 #6 Hanscom Drive & Route 2A, Lincoln ...................................................................................................C-515 #10 Old Bedford Road & Virginia Road, Concord ....................................................................................C-517 C-10 SYNCHRO Peak Roundabout Analysis: 2030 Build .................................................C-519 MORNING_PEAK_HOURS: #5 Hanscom Drive & Old Bedford Road, Lincoln .....................................................................................C-520 AFTERNOON_PEAK_HOURS: #5 Hanscom Drive & Old Bedford Road, Lincoln .....................................................................................C-521 C-11 2006-2010 MassDOT Crash Worsksheets ..............................................................C-522 #5 Hanscom Drive & Old Bedford Road, Lincoln .....................................................................................C-523 #6 Hanscom Drive & Route 2A, Lincoln ...................................................................................................C-524 #10 Old Bedford Road & Virginia Road, Concord ....................................................................................C-525 C-11 Trip Generation Estimates ....................................................................................C-526 2012 Environmental Status and Planning Report C-3 Appendix C-1 2013 Hanscom Field Travel Questionnaire ﻮﮭوﻮ 9■ō╜ʼn◘■▓ś■ĊĂ▄ {ĊĂĊĵℓ Ă■ŕ t▄Ă■■╜■┼ wś♫◘ʼnĊ /?ﻰ Appendix C-2 2012 Intersection Turning Movement Counts ﻮﮭوﻮ 9■ō╜ʼn◘■▓ś■ĊĂ▄ {ĊĂĊĵℓ Ă■ŕ t▄Ă■■╜■┼ wś♫◘ʼnĊ /?ﻰي N/S: Jughandle/ Hartwell AvenueFile Name: 123082 A QSFDJTJPO E/W: Bedford Street (Route 4/225)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM014413006110160107612000432 06:15 AM0165200081002900010113600532 06:30 AM019831001190031010010720800704 06:45 AM020947001400048010010923100794 Total071611100401101240210393695002462 07:00 AM018947001440052017010924300801 07:15 AM018740001590067014010125800826 01814600156006905010927500841 07:30 AM 07:45 AM126642001790080020012122500934 Total1823175006380026805604401001003402 08:00 AM0213500015100117020012422700902 08:15 AM02384800155009701609422600874 08:30 AM026859001480071012012718800873 08:45 AM023163001760076012010320000861 Total095022000630003610600448841003510 Grand Total12489506001669107530137012812537009374 Apprch %083.116.90099.90.1084.6015.4033.666.400 Total %026.65.40017.800801.5013.727.100 Cars12425498001597106860128012712468009075 % Cars10097.498.40095.7100091.1093.4099.297.30096.8 064800720067090106900299 Heavy Vehicles 02.61.6004.3008.906.600.82.7003.2 % Heavy Vehicles JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM126642030901790017980020010012122500346934 08:00 AM0213500263015100151117020013712422700351902 08:15 AM02384802860155001559701601139422600320874 08:30 AM02685903270148001487101208312718800315873 19851990118506330063336506804334668660013323583 Total Volume 0.183.116.8001000084.3015.70356500 % App. Total PHF.250.919.843.000.906.000.884.000.000.884.780.000.850.000.790.917.954.000.000.949.959 Cars19591960115606070060733506403994658410013063468 % Cars10097.498.5097.6095.90095.991.8094.1092.199.897.10098.096.8 0263029026002630040341250026115 Heavy Vehicles 02.61.502.404.1004.18.205.907.90.22.9002.03.2 % Heavy Vehicles N/S: Jughandle/ Hartwell AvenueFile Name: 123082 A QSFDJTJPO E/W: Bedford Street (Route 4/225)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM014113005810150107611500420 06:15 AM016318007700240009913400515 06:30 AM01963100115003006010620300687 06:45 AM02044700130004409010722800769 Total070410900380101130160388680002391 07:00 AM018247001410049017010723800781 07:15 AM018239001550057014010024800795 01754400151006605010926700817 07:30 AM 07:45 AM126142001710072020012121800906 Total180017200618002440560437971003299 08:00 AM0209490014300106019012422000870 08:15 AM02264700147009101509422100841 08:30 AM026358001460066010012618200851 08:45 AM022363001630066012010219400823 Total092121700599003290560446817003385 Grand Total12425498001597106860128012712468009075 Apprch %082.9170099.90.1084.3015.70346600 Total %026.75.50017.6007.601.401427.200 JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM12614203040171001717202009212121800339906 08:00 AM0209490258014300143106019012512422000344870 08:15 AM02264702730147001479101501069422100315841 08:30 AM02635803210146001466601007612618200308851 19591960115606070060733506403994658410013063468 Total Volume 0.18317001000084016035.664.400 % App. Total PHF.250.912.845.000.900.000.887.000.000.887.790.000.800.000.798.923.951.000.000.949.957 N/S: Jughandle/ Hartwell AvenueFile Name: 123082 A QSFDJTJPO E/W: Bedford Street (Route 4/225)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM030003001000050012 06:15 AM022004005000220017 06:30 AM020004001040150017 06:45 AM0500010004010230025 Total0122002100110505150071 07:00 AM070003003000250020 07:15 AM05100400100001100031 062005003000080024 07:30 AM 07:45 AM050008008000070028 Total02330020002400033000103 08:00 AM0410080011010070032 08:15 AM0121008006010050033 08:30 AM051002005020160022 08:45 AM08000130010000160038 Total02930031003204022400125 Grand Total064800720067090106900299 Apprch %088.911.1001000088.2011.8012.787.300 Total %021.42.70024.10022.40303.323.100 JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM041050800811010120700732 08:15 AM012101308008601070500533 08:30 AM0510602002502071600722 08:45 AM08008013001310000101600738 0293032031003132040362240026125 Total Volume 090.69.4001000088.9011.107.792.300 % App. Total PHF.000.604.750.000.615.000.596.000.000.596.727.000.500.000.750.500.857.000.000.929.822 N/S: Jughandle/ Hartwell AvenueFile Name: 123082 A QSFDJTJPO E/W: Bedford Street (Route 4/225)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsInt. Total 06:00 AM00000000000001001 06:15 AM00000000100000001 06:30 AM00000004000400008 06:45 AM00000000000001001 Total000000041004020011 07:00 AM00000000000000000 07:15 AM00000000001000001 00020001000100026 07:30 AM 07:45 AM00000000000000000 Total00020001001100027 08:00 AM00000000000000000 08:15 AM00010000000000012 08:30 AM00000000000000000 08:45 AM00000000000000000 Total00010000000000012 Grand Total000300051015020320 Apprch %00010000010014.3014.371.4040060 Total %000150002550525010015 JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West RightThruLeftPedsRightThruLeftPeds Start TimeRightThruLeftPeds RightThruLeftPeds Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM000000000000000010011 06:15 AM000000000010001000001 06:30 AM000000004400044000008 06:45 AM000000000000000010011 0000000044100450200211 Total Volume 0000000100200080010000 % App. Total PHF.000.000.000.000.000.000.000.000.250.250.250.000.000.250.313.000.500.000.000.500.344 N/S: Jughandle/ Hartwell AvenueFile Name: 123082 A QSFDJTJPO E/W: Bedford Street (Route 4/225)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM126642030901790017980020010012122500346934 08:00 AM0213500263015100151117020013712422700351902 08:15 AM02384802860155001559701601139422600320874 08:30 AM02685903270148001487101208312718800315873 19851990118506330063336506804334668660013323583 Total Volume 0.183.116.8001000084.3015.70356500 % App. Total PHF.250.919.843.000.906.000.884.000.000.884.780.000.850.000.790.917.954.000.000.949.959 Cars19591960115606070060733506403994658410013063468 % Cars10097.498.5097.6095.90095.991.8094.1092.199.897.10098.096.8 0263029026002630040341250026115 Heavy Vehicles 02.61.502.404.1004.18.205.907.90.22.9002.03.2 % Heavy Vehicles Jughandle OutInTotal 0 1156 1156 0 29 29 01185 1185 19591960 02630 19851990 RightThruLeftU-Turn Peak Hour Data 672 1306 1978 30 26 56 702 2034 Bedford Road (Route 4/225) Total 000 Left Bedford Road (Route 4/225) Right 1430 2063 1372 607 1979 Out 84125866 000 58 26 84 Thru 1332 North Thru In 633607 Peak Hour Begins at 07:45 AM 465 466 26 Right 1 In 633 Cars Left Out Heavy Vehicles U-Turn 000 000 Total U-Turn 000 LeftThruRightU-Turn 640335 0 4030 0 680365 0 1424 399 1823 27 34 61 1451 1884 433 OutInTotal Hartwell Avenue N/S: Massachusetts Avenu/ Cranberry HillFile Name: 123082 B QSFDJTJPO E/W: Marrett Road (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM31130339190200013380194 06:15 AM3023038118100000015080251 06:30 AM101280461271201000284120323 06:45 AM124250581502102000288210383 Total286890175486520500062554901151 07:00 AM2855305916628051104103220475 07:15 AM191462076150540160005137230556 332355065146740265202150240605 07:30 AM 07:45 AM3318830851563702014405159330647 Total11360253028561819306720701654910202283 08:00 AM33779085115310125003165300565 08:15 AM39188209911729073108157320592 08:30 AM3859208810319095407164380572 08:45 AM27672086126340431014146420561 Total13736325035846111303216603263214202290 Grand Total2781026670818156535801043613054143629305724 Apprch %26.69.763.7029.857.113.106823.58.50380.516.40 Total %4.91.811.7014.327.36.301.80.60.200.925.15.10 Cars26899656079914953460973513054139028005532 % Cars96.497.198.4097.795.596.6093.397.2100010096.895.6096.6 10311019701207100046130192 Heavy Vehicles 3.62.91.602.34.53.406.72.80003.24.403.4 % Heavy Vehicles Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM33235501116514674028526520332150240176605 07:45 AM331883013485156370278201440385159330197647 08:00 AM3377901198511531023112500173165300198565 08:15 AM3918820139991172902457310118157320197592 13866299050333453417101039652770991863111907682409 Total Volume 27.413.159.4032.151.416.5065.727.37.102.382.215.50 % App. Total PHF.885.717.901.000.905.843.856.578.000.911.625.482.438.000.651.563.956.902.000.970.931 Cars1346529504943235101620995622670951860911407412325 % Cars97.198.598.7098.296.795.594.7095.895.496.3100096.010096.595.8096.596.5 414091124904431004022502784 Heavy Vehicles 2.91.51.301.83.34.55.304.24.63.7004.003.54.203.53.5 % Heavy Vehicles N/S: Massachusetts Avenu/ Cranberry HillFile Name: 123082 B QSFDJTJPO E/W: Marrett Road (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM21130338890200013280189 06:15 AM3023037112100000014970242 06:30 AM91280461241200000282120316 06:45 AM124250571392102000282200364 Total266890173463520400062454701111 07:00 AM2745005916127041104103210462 07:15 AM181361076142520140005132210534 322254063139670234202142240574 07:30 AM 07:45 AM3218820821493602014405153290624 Total1095724702805911820611970165309502194 08:00 AM31777084111310125003161300552 08:15 AM39188209411128073108153310575 08:30 AM375900859619095407158360551 08:45 AM26671083123340431014143410549 Total13336320034644111203216603261513802227 Grand Total26899656079914953460973513054139028005532 Apprch %26.29.764.1030.356.613.1066.924.1903.180.616.20 Total %4.81.811.9014.4276.301.80.60.20125.15.10 Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM32225401086313967026923420292142240168574 07:45 AM321882013282149360267201440385153290187624 08:00 AM3177701158411131022612500173161300194552 08:15 AM3918820139941112802337310118153310192575 1346529504943235101620995622670951860911407412325 Total Volume 27.113.259.7032.551.316.3065.327.47.402.482.215.40 % App. Total PHF.859.739.899.000.888.859.856.604.000.925.674.464.438.000.625.563.946.919.000.955.931 N/S: Massachusetts Avenu/ Cranberry HillFile Name: 123082 B QSFDJTJPO E/W: Marrett Road (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM10000300000001005 06:15 AM00001600000001109 06:30 AM10000300100002007 06:45 AM0000111000000061019 Total20002230010000102040 07:00 AM113005101000001013 07:15 AM111008202000052022 111027703100080031 07:30 AM 07:45 AM101037100000064023 Total436052711061000197089 08:00 AM202014000000040013 08:15 AM000056100000041017 08:30 AM102037000000062021 08:45 AM101033000000031012 Total405012201000000174063 Grand Total10311019701207100046130192 Apprch %41.712.545.8018.869.311.9087.512.500078220 Total %5.21.65.709.936.56.203.60.5000246.80 Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM1130505106100010010113 07:15 AM11103082010200020520722 07:30 AM11103277016310040800831 07:45 AM101023710110000006401023 4360135271104361007019702689 Total Volume 30.823.146.2011.662.825.6085.714.300073.126.90 % App. Total PHF1.00.750.500.000.650.417.844.393.000.672.500.250.000.000.438.000.594.438.000.650.718 N/S: Massachusetts Avenu/ Cranberry HillFile Name: 123082 B QSFDJTJPO E/W: Marrett Road (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsInt. Total 06:00 AM00000000000001001 06:15 AM00100010000000002 06:30 AM00000000000000000 06:45 AM00000000000000000 Total00100010000001003 07:00 AM00000000000000000 07:15 AM00000000000000000 00000000000000000 07:30 AM 07:45 AM00010000000000012 Total00010000000000012 08:00 AM00000000000000000 08:15 AM10000000000000001 08:30 AM00000000000000000 08:45 AM00000000000000000 Total10000000000000001 Grand Total10110010000001016 Apprch %33.3033.333.30010000000050050 Total %16.7016.716.70016.700000016.7016.7 Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West RightThruLeftPedsRightThruLeftPeds Start TimeRightThruLeftPeds RightThruLeftPeds Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM000000000000000010011 06:15 AM001010010100000000002 06:30 AM000000000000000000000 06:45 AM000000000000000000000 001010010100000010013 Total Volume 0010000010000000010000 % App. Total PHF.000.000.250.000.250.000.000.250.000.250.000.000.000.000.000.000.250.000.000.250.375 N/S: Massachusetts Avenu/ Cranberry HillFile Name: 123082 B QSFDJTJPO E/W: Marrett Road (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM33235501116514674028526520332150240176605 07:45 AM331883013485156370278201440385159330197647 08:00 AM3377901198511531023112500173165300198565 08:15 AM3918820139991172902457310118157320197592 13866299050333453417101039652770991863111907682409 Total Volume 27.413.159.4032.151.416.5065.727.37.102.382.215.50 % App. Total PHF.885.717.901.000.905.843.856.578.000.911.625.482.438.000.651.563.956.902.000.970.931 Cars1346529504943235101620995622670951860911407412325 % Cars97.198.598.7098.296.795.594.7095.895.496.3100096.010096.595.8096.596.5 414091124904431004022502784 Heavy Vehicles 2.91.51.301.83.34.55.304.24.63.7004.003.54.203.53.5 % Heavy Vehicles Massachusetts Avenue OutInTotal 463 494 957 17 9 26 480983 503 134 652950 4140 138 662990 RightThruLeftU-Turn Peak Hour Data 651 741 1392 28 27 55 679 1447 Total 1145119 Left Marrett Road (Route 2A) Right Marrett Road (Route 2A) 334323 Out 11995 2034 966 995 1961 60922631 29 44 73 Thru 768 North Thru In 534510 Peak Hour Begins at 07:30 AM 24 Right 0 1818 1039 In Cars Left 171162 Out Heavy Vehicles U-Turn 000 9 Total U-Turn 000 LeftThruRightU-Turn 72662 0 0130 72765 0 245 95 340 10 4 14 255 354 99 OutInTotal Cranberry Hill N: Old Massachusetts AvenueFile Name: 123082 C QSFDJTJPO E/W: Marrett Road (Route 2A)/ Mass AveSite Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM50009704280152 06:15 AM4001120060130198 06:30 AM6401139092230265 06:45 AM60011550113210296 Total214035110307650911 07:00 AM141002010128190363 07:15 AM152011610165210365 202001860183220413 07:30 AM 07:45 AM293011910190300444 Total7880273906669201585 08:00 AM253031400195270393 08:15 AM231021560196350413 08:30 AM284021410209370421 08:45 AM270001600193390419 Total103807597079313801646 Grand Total2022001218470176629504142 Apprch %91900.699.4085.714.30 Total %4.90.500.344.6042.67.10 Cars190200717740170729203990 % Cars94.1100058.396096.799096.3 Heavy Vehicles120057305930152 % Heavy Vehicles5.90041.7403.3103.7 Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM29303211910192190300220444 08:00 AM25302831400143195270222393 08:15 AM23102421560158196350231413 08:30 AM28403221410143209370246421 Total Volume1051101168628063679012909191671 % App. Total90.59.501.398.7086140 PHF.905.688.000.906.667.822.000.828.945.872.000.934.941 Cars1001101116602060876312708901609 % Cars95.2100095.775.095.9095.696.698.4096.896.3 500522602827202962 Heavy Vehicles 4.8004.325.04.104.43.41.603.23.7 % Heavy Vehicles N: Old Massachusetts AvenueFile Name: 123082 C QSFDJTJPO E/W: Marrett Road (Route 2A)/ Mass AveSite Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM40009104080143 06:15 AM4000116058130191 06:30 AM5401135090230258 06:45 AM60001460106210279 Total194014880294650871 07:00 AM121001940127190353 07:15 AM152001550160210353 182001780174220394 07:30 AM 07:45 AM273011830180280422 Total7280171006419001522 08:00 AM253021350191270383 08:15 AM211021490190350398 08:30 AM274011350202370406 08:45 AM260001570189380410 Total99805576077213701597 Grand Total190200717740170729203990 Apprch %90.59.500.499.6085.414.60 Total %4.80.500.244.5042.87.30 Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM27303011830184180280208422 08:00 AM25302821350137191270218383 08:15 AM21102221490151190350225398 08:30 AM27403111350136202370239406 Total Volume1001101116602060876312708901609 % App. Total90.19.90199085.714.30 PHF.926.688.000.895.750.822.000.826.944.858.000.931.953 N: Old Massachusetts AvenueFile Name: 123082 C QSFDJTJPO E/W: Marrett Road (Route 2A)/ Mass AveSite Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM1000602009 06:15 AM0001402007 06:30 AM1000402007 06:45 AM00019070017 Total2002230130040 07:00 AM20007010010 07:15 AM00016050012 20008090019 07:30 AM 07:45 AM200080102022 Total6001290252063 08:00 AM00015040010 08:15 AM20007060015 08:30 AM10016070015 08:45 AM1000304109 Total4002210211049 Grand Total120057305930152 Apprch %100006.493.6095.24.80 Total %7.9003.348038.820 Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM20020808900919 07:45 AM2002080810201222 08:00 AM00001506400410 08:15 AM20020707600615 Total Volume600612802929203166 % App. Total100003.496.6093.56.50 PHF.750.000.000.750.250.875.000.906.725.250.000.646.750 N: Old Massachusetts AvenueFile Name: 123082 C QSFDJTJPO E/W: Marrett Road (Route 2A)/ Mass AveSite Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftPedsRightThruPedsThruLeftPedsInt. Total 06:00 AM0000001001 06:15 AM0001000001 06:30 AM0000000000 06:45 AM0000000000 Total0001001002 07:00 AM0000000000 07:15 AM0000001001 0000000000 07:30 AM 07:45 AM0000000000 Total0000001001 08:00 AM0000000000 08:15 AM0000000000 08:30 AM0000100001 08:45 AM0000000000 Total0000100001 Grand Total0001102004 Apprch %0005050010000 Total %000252505000 Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftPedsApp. TotalRightThruPedsApp. TotalThruLeftPedsApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM0000000010011 06:15 AM0000100100001 06:30 AM0000000000000 06:45 AM0000000000000 Total Volume0000100110012 % App. Total0001000010000 PHF.000.000.000.000.250.000.000.250.250.000.000.250.500 N: Old Massachusetts AvenueFile Name: 123082 C QSFDJTJPO E/W: Marrett Road (Route 2A)/ Mass AveSite Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM29303211910192190300220444 08:00 AM25302831400143195270222393 08:15 AM23102421560158196350231413 08:30 AM28403221410143209370246421 Total Volume1051101168628063679012909191671 % App. Total90.59.501.398.7086140 PHF.905.688.000.906.667.822.000.828.945.872.000.934.941 Cars 1001101116602060876312708901609 % Cars95.2100095.775.095.9095.696.698.4096.896.3 Heavy Vehicles500522602827202962 4.8004.325.04.104.43.41.603.23.7 % Heavy Vehicles Old Massachusetts Avenue OutInTotal 133 111 244 4 5 9 137 116253 100110 500 105110 RightLeftU-Turn Massachusetts Avenue (Route 2A) Peak Hour Data 31 29 60 702 890 1592 733 1652 Total 1272129 Left Marrett Road (Route 2A) Out 801 1437 774 608 1382 Right 27 28 55 919 North 76327790 826 Thru In Peak Hour Begins at 07:45 AM Thru In 628602 636 26 U-TurnCars 000 Out Heavy Vehicles U-Turn Total 000 N: Marrett Street (Airport Road)File Name: 123082 D QSFDJTJPO E/W: Massachusetts Avenue (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM00009904800147 06:15 AM100011607820197 06:30 AM0100150011300264 06:45 AM0101162013700301 Total1201527037620909 07:00 AM0000207014700354 07:15 AM2000177018010360 1002200020000403 07:30 AM 07:45 AM0001218021900438 Total30038020746101555 08:00 AM0100166022200389 08:15 AM0000177023700414 08:30 AM0000168024600414 08:45 AM0100186023530425 Total02006970940301642 Grand Total4404202602062604106 Apprch %505000.299.8099.70.30 Total %0.10.100.149.3050.20.10 Cars4404194402007603969 % Cars100100010096097.3100096.7 Heavy Vehicles00008205500137 % Heavy Vehicles0000402.7003.3 Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM00001218021921900219438 08:00 AM01010166016622200222389 08:15 AM00000177017723700237414 08:30 AM00000168016824600246414 Total Volume010117290730924009241655 % App. Total010000.199.9010000 PHF.000.250.000.250.250.836.000.833.939.000.000.939.945 Cars010116990700897008971598 % Cars0100010010095.9095.997.10097.196.6 000003003027002757 Heavy Vehicles 000004.104.12.9002.93.4 % Heavy Vehicles N: Marrett Street (Airport Road)File Name: 123082 D QSFDJTJPO E/W: Massachusetts Avenue (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM00009304600139 06:15 AM100011107620190 06:30 AM0100147011000258 06:45 AM0101152012900283 Total1201503036120870 07:00 AM0000200014600346 07:15 AM2000170017510348 1002190019800391 07:30 AM 07:45 AM0001209020700417 Total30037690726101502 08:00 AM0100161021900381 08:15 AM0000168023200400 08:30 AM0000161023900400 08:45 AM0100182023030416 Total02006720920301597 Grand Total4404194402007603969 Apprch %505000.299.8099.70.30 Total %0.10.100.149050.60.20 Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM00001209021020700207417 08:00 AM01010161016121900219381 08:15 AM00000168016823200232400 08:30 AM00000161016123900239400 Total Volume010116990700897008971598 % App. Total010000.199.9010000 PHF.000.250.000.250.250.836.000.833.938.000.000.938.958 N: Marrett Street (Airport Road)File Name: 123082 D QSFDJTJPO E/W: Massachusetts Avenue (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM0000602008 06:15 AM0000502007 06:30 AM0000303006 06:45 AM000010080018 Total0000240150039 07:00 AM0000701008 07:15 AM00007050012 000010020012 07:30 AM 07:45 AM000090120021 Total0000330200053 08:00 AM0000503008 08:15 AM00009050014 08:30 AM00007070014 08:45 AM0000405009 Total0000250200045 Grand Total00008205500137 Apprch %0000100010000 Total %000059.9040.100 Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM0000090912001221 08:00 AM0000050530038 08:15 AM00000909500514 08:30 AM00000707700714 Total Volume000003003027002757 % App. Total0000100010000 PHF.000.000.000.000.000.833.000.833.563.000.000.563.679 N: Marrett Street (Airport Road)File Name: 123082 D QSFDJTJPO E/W: Massachusetts Avenue (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftPedsRightThruPedsThruLeftPedsInt. Total 06:00 AM0000001001 06:15 AM0000000000 06:30 AM0000000000 06:45 AM0000000000 Total0000001001 07:00 AM0000100001 07:15 AM0000001001 0000007007 07:30 AM 07:45 AM0000000000 Total0000108009 08:00 AM0000000000 08:15 AM0000000000 08:30 AM0000100001 08:45 AM0000000000 Total0000100001 Grand Total00002090011 Apprch %0000100010000 Total %000018.2081.800 Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftPedsApp. TotalRightThruPedsApp. TotalThruLeftPedsApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:45 AM 06:45 AM0000000000000 07:00 AM0000010100001 07:15 AM0000000010011 07:30 AM0000000070077 Total Volume0000010180089 % App. Total0000100010000 PHF.000.000.000.000.000.250.000.250.286.000.000.286.321 N: Marrett Street (Airport Road)File Name: 123082 D QSFDJTJPO E/W: Massachusetts Avenue (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM00001218021921900219438 08:00 AM01010166016622200222389 08:15 AM00000177017723700237414 08:30 AM00000168016824600246414 Total Volume010117290730924009241655 % App. Total010000.199.9010000 PHF.000.250.000.250.250.836.000.833.939.000.000.939.945 Cars 010116990700897008971598 % Cars0100010010095.9095.997.10097.196.6 Heavy Vehicles000003003027002757 000004.104.12.9002.93.4 % Heavy Vehicles Marrett Street (Airport Road) OutInTotal 1 1 2 0 0 0 1 12 010 000 010 RightLeftU-Turn Massachusetts Avenue (Route 2A) Peak Hour Data 30 27 57 699 897 1596 729 1653 Massachusetts Avenue (Route 2A) Total 000 Left Out 925 1655 898 700 1598 Right 27 30 57 924 North 89727924 101 Thru In Peak Hour Begins at 07:45 AM Thru In 729699 730 30 U-TurnCars 000 Out Heavy Vehicles U-Turn Total 000 N/S: Airport/ Hanscom DriveFile Name: 123082 E QSFDJTJPO E/W: Vandenburg Gate/ Old Bedford RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM0300101008315907850141 06:15 AM 020001170702012071720148 06:30 AM15000222010019301192330225 06:45 AM1410122801141328064150244 Total2141025770367677913989150758 07:00 AM121003280108184102635100273 07:15 AM14000422097273402450140277 07:30 AM15000434012112311306850312 07:45 AM17000830011014310366340304 Total4181001911404367113711162163301166 08:00 AM040017280888260276040253 08:15 AM0710031509313470316331277 08:30 AM0300041908615431225030246 08:45 AM1113003210889480254250256 Total125401178303554516411052151511032 Grand Total757603412740115818338032605206312956 Apprch %1081.48.600.912.986.2067.210.6220.230.861.67.50.1 Total %0.21.90.200.11.49.3039.26.212.90.18.817.62.10 Cars747402412610112517337132555156312868 % Cars10082.566.7066.710095.3097.294.597.610098.19910010097 0102010130331090550088 Heavy Vehicles 017.533.3033.304.702.85.52.401.91003 % Heavy Vehicles Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM12104032803110818410167263510071273 07:15 AM1400504220269727340158245014088277 07:30 AM15006043403812112311165306850103312 17008083003811014310155366340103304 07:45 AM 418102301911401334367113716451162163303651166 Total Volume 17.478.34.30014.385.7067.61121.20.231.859.290 % App. Total PHF1.00.643.250.000.719.000.594.838.000.875.901.657.835.250.966.806.794.589.000.886.934 Cars415102001910901284246913416281142133303601136 % Cars10083.3100087.0010095.6096.297.297.297.810097.498.398.6100098.697.4 030030050512230172300530 Heavy Vehicles 016.70013.0004.403.82.82.82.202.61.71.4001.42.6 % Heavy Vehicles N/S: Airport/ Hanscom DriveFile Name: 123082 E QSFDJTJPO E/W: Vandenburg Gate/ Old Bedford RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM020010907914907750133 06:15 AM 020001160682012071720145 06:30 AM1500022209818291182330220 06:45 AM1310122601091227064050233 Total2121025730354647713887150731 07:00 AM111003280104173902533100262 07:15 AM14000421094273402449140272 07:30 AM14000434011811301296850305 07:45 AM16000826010814310366340297 Total4151001910904246913411142133301136 08:00 AM040007270867240276040246 08:15 AM0410031409012450306331266 08:30 AM0300041708313431225030239 08:45 AM191003210888480244250250 Total120200177903474016011032151511001 Grand Total747402412610112517337132555156312868 Apprch %12.1816.900.713.585.9067.310.322.20.230.661.87.60.1 Total %0.21.60.100.11.49.1039.2612.90.18.9182.20 Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM11103032803110417390160253310068262 07:15 AM1400504210259427340155244914087272 07:30 AM14005043403811811301160296850102305 07:45 AM16007082603410814310153366340103297 415102001910901284246913416281142133303601136 Total Volume 207550014.885.2067.51121.30.231.759.29.20 % App. Total PHF1.00.625.250.000.714.000.594.801.000.842.898.639.859.250.981.792.783.589.000.874.931 N/S: Airport/ Hanscom DriveFile Name: 123082 E QSFDJTJPO E/W: Vandenburg Gate/ Old Bedford RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM01000010410001008 06:15 AM 00000010200000003 06:30 AM00000000211010005 06:45 AM010000205110010011 Total0200004013320120027 07:00 AM010000004120120011 07:15 AM00000010300001005 07:30 AM01000000311010007 07:45 AM01000040200000007 Total0300005012230230030 08:00 AM00001010212000007 08:15 AM030000103120100011 08:30 AM00000020320000007 08:45 AM02200000010010006 Total052010408540200031 Grand Total0102010130331090550088 Apprch %083.316.707.1092.9063.519.217.30505000 Total %011.42.301.1014.8037.511.410.205.75.700 Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:45 AM 06:45 AM0100100202511070100111 07:00 AM0100100000412071200311 07:15 AM000000010130003010015 07:30 AM010010000031105100017 030030030315340222400634 Total Volume 01000000100068.213.618.2033.366.700 % App. Total PHF.000.750.000.000.750.000.000.375.000.375.750.750.500.000.786.500.500.000.000.500.773 N/S: Airport/ Hanscom DriveFile Name: 123082 E QSFDJTJPO E/W: Vandenburg Gate/ Old Bedford RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East Start TimeRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsInt. Total 06:00 AM00000000000000000 06:15 AM 00000000000000000 06:30 AM00000000000000000 06:45 AM00000000000000000 Total00000000000000000 07:00 AM00030000000000003 07:15 AM00000000000000000 07:30 AM00010000000000001 07:45 AM00000000000000000 Total00040000000000004 08:00 AM00000000000000000 08:15 AM01000000000000001 08:30 AM00010000000000001 08:45 AM00000000000000000 Total01010000000000002 Grand Total01050000000000006 Apprch %016.7083.3000000000000 Total %016.7083.3000000000000 Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East RightThruLeftPedsRightThruLeftPeds Start TimeRightThruLeftPeds RightThruLeftPeds Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:45 AM 06:45 AM000000000000000000000 07:00 AM000330000000000000003 07:15 AM000000000000000000000 07:30 AM000110000000000000001 000440000000000000004 Total Volume 000100000000000000 % App. Total PHF.000.000.000.333.333.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.333 N/S: Airport/ Hanscom DriveFile Name: 123082 E QSFDJTJPO E/W: Vandenburg Gate/ Old Bedford RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM12104032803110818410167263510071273 07:15 AM1400504220269727340158245014088277 07:30 AM15006043403812112311165306850103312 07:45 AM17008083003811014310155366340103304 418102301911401334367113716451162163303651166 Total Volume 17.478.34.30014.385.7067.61121.20.231.859.290 % App. Total PHF1.00.643.250.000.719.000.594.838.000.875.901.657.835.250.966.806.794.589.000.886.934 Cars415102001910901284246913416281142133303601136 % Cars10083.3100087.0010095.6096.297.297.297.810097.498.398.6100098.697.4 030030050512230172300530 Heavy Vehicles 016.70013.0004.403.82.82.82.202.61.71.4001.42.6 % Heavy Vehicles Hanscom Drive (Airport) OutInTotal 102 20 122 2 3 5 104 23127 41510 0300 41810 RightThruLeftU-Turn Peak Hour Data Old Bedford Road (Vandenburg Gate) 157 360 517 3 5 8 160 525 Total 33033 Left Right Old Bedford Road Out 213 216 653 786 638 128 766 3 000 15 5 20 Thru 365 North Thru In Peak Hour Begins at 07:00 AM 114 116 19 19 Right 2 0 In 133 Cars Left 114 109 Out Heavy Vehicles U-Turn 000 5 Total U-Turn 000 LeftThruRightU-Turn 134 69424 1 3212 0 137 71436 1 238 628 866 10 17 27 248 893 645 OutInTotal Hanscom Drive N: Hanscom DriveFile Name: 123082 F QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM51106336037410193 06:15 AM42407246063350244 06:30 AM212209845097510334 06:45 AM22160112550115600380 Total52730345182031218701151 07:00 AM21230116890136540439 07:15 AM32230105740177500461 3623095970189740514 07:30 AM 07:45 AM41370981200181730550 Total1301060414380068325101964 08:00 AM3727181920209580505 08:15 AM2326090950216660516 08:30 AM18240631010220800506 08:45 AM32260841020191580493 Total1101031318390083626202020 Grand Total292282110779520183170005135 Apprch %50.8490.253.146.9072.327.70 Total %5.75.502118.5035.713.60 Cars287262110299170179669404986 % Cars98.392.910095.596.3098.199.1097.1 Heavy Vehicles5200483503560149 % Heavy Vehicles1.77.104.53.701.90.902.9 Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM362305995970192189740263514 07:45 AM4137078981200218181730254550 08:00 AM372716581920173209580267505 08:15 AM232604990950185216660282516 Total Volume13711312513644040768795271010662085 % App. Total54.6450.447.452.6074.625.40 PHF.835.764.250.804.929.842.000.881.920.916.000.945.948 Cars13410612413463870733782268010502024 % Cars97.893.810096.095.195.8095.498.498.9098.597.1 37010181703513301661 Heavy Vehicles 2.26.204.04.94.204.61.61.101.52.9 % Heavy Vehicles N: Hanscom DriveFile Name: 123082 F QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM41005935036410185 06:15 AM42407043061350237 06:30 AM212009545096500327 06:45 AM22130105530111600364 Total51670329176030418601113 07:00 AM21210110860134530425 07:15 AM32220102710173500450 3523090930183720496 07:30 AM 07:45 AM40330941140179730533 Total128990396364066924801904 08:00 AM3727177920208580500 08:15 AM2223085880212650495 08:30 AM1822059990214790491 08:45 AM3124083980189580483 Total108961304377082326001969 Grand Total287262110299170179669404986 Apprch %52.247.60.252.947.1072.127.90 Total %5.85.3020.618.403613.90 Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM352305890930183183720255496 07:45 AM4033073941140208179730252533 08:00 AM372716577920169208580266500 08:15 AM222304585880173212650277495 Total Volume13410612413463870733782268010502024 % App. Total55.6440.447.252.8074.525.50 PHF.838.803.250.825.920.849.000.881.922.918.000.948.949 N: Hanscom DriveFile Name: 123082 F QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM1104101008 06:15 AM0002302007 06:30 AM0203001107 06:45 AM03072040016 Total160166081038 07:00 AM02063021014 07:15 AM01033040011 10054062018 07:30 AM 07:45 AM14046020017 Total27018160143060 08:00 AM0004001005 08:15 AM13057041021 08:30 AM02042061015 08:45 AM12014020010 Total27014130132051 Grand Total5200483503560149 Apprch %2080057.842.2085.414.60 Total %3.413.4032.223.5023.540 Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM10015409620818 07:45 AM140546010200217 08:00 AM0000400410015 08:15 AM130457012410521 Total Volume37010181703513301661 % App. Total3070051.448.6081.218.80 PHF.750.438.000.500.900.607.000.729.542.375.000.500.726 N: Hanscom DriveFile Name: 123082 F QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftPedsRightThruPedsThruLeftPedsInt. Total 06:00 AM0000000101 06:15 AM0000000000 06:30 AM0000000000 06:45 AM0000000000 Total0000000101 07:00 AM0000000000 07:15 AM0000000000 0000000000 07:30 AM 07:45 AM0000000000 Total0000000000 08:00 AM0000000000 08:15 AM0000001001 08:30 AM0000101002 08:45 AM0000000000 Total0000102003 Grand Total0000102104 Apprch %0000100066.733.30 Total %000025050250 Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftPedsApp. TotalRightThruPedsApp. TotalThruLeftPedsApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM0000000000000 08:00 AM0000000000000 08:15 AM0000000010011 08:30 AM0000010110012 Total Volume0000010120023 % App. Total0000100010000 PHF.000.000.000.000.000.250.000.250.500.000.000.500.375 N: Hanscom DriveFile Name: 123082 F QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM362305995970192189740263514 07:45 AM4137078981200218181730254550 08:00 AM372716581920173209580267505 08:15 AM232604990950185216660282516 Total Volume13711312513644040768795271010662085 % App. Total54.6450.447.452.6074.625.40 PHF.835.764.250.804.929.842.000.881.920.916.000.945.948 Cars 13410612413463870733782268010502024 % Cars97.893.810096.095.195.8095.498.498.9098.597.1 Heavy Vehicles37010181703513301661 2.26.204.04.94.204.61.61.101.52.9 % Heavy Vehicles Hanscom Drive OutInTotal 614 241 855 21 10 31 635 251886 134106 1 370 137113 1 RightLeftU-Turn Peak Hour Data North Great Road (Route 2A) 20 16 36 521 1050 1571 541 1607 Total North Great Road (Route 2A) 2683271 Left Out 908 1676 888 733 1621 Right 20 35 55 1066 North 364346 18 78213795 Thru In Peak Hour Begins at 07:30 AM Thru In 404387 768 17 U-TurnCars 000 Out Heavy Vehicles U-Turn Total 000 S: Bedford RoadFile Name: 123082 G QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 06:00 AM35404003700116 06:15 AM4371160014850166 06:30 AM472101410151290227 06:45 AM671103400451470304 Total1924316810774310813 07:00 AM861902800481650346 07:15 AM832602830451910376 953315410582120454 07:30 AM 07:45 AM1134905950511970474 Total37712711699020276501650 08:00 AM844205060432250450 08:15 AM863006120462210446 08:30 AM882806440402350459 08:45 AM1112816150401920438 Total369128123617016987301793 Grand Total9382983473270448206904256 Apprch %75.724.10.294.65.4017.882.20 Total %2270.111.10.6010.548.60 Cars9012933470270447202904170 % Cars96.198.310099.4100099.898.1098 Heavy Vehicles3750300140086 % Heavy Vehicles3.91.700.6000.21.902 North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM113490162595064511970248474 08:00 AM84420126506056432250268450 08:15 AM86300116612063462210267446 08:30 AM88280116644068402350275459 Total Volume3711490520234170251180878010581829 % App. Total71.328.7093.26.8017830 PHF.821.760.000.802.914.708.000.923.882.934.000.962.965 Cars3551480503234170251179860010391793 % Cars95.799.3096.7100100010099.497.9098.298.0 161017000011801936 Heavy Vehicles 4.30.703.300000.62.101.82.0 % Heavy Vehicles S: Bedford RoadFile Name: 123082 G QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 06:00 AM33304003690112 06:15 AM4171160014840163 06:30 AM472101410151260224 06:45 AM661103400451430299 Total1874216810774220798 07:00 AM821902800481620339 07:15 AM802502830451880369 913115110582070440 07:30 AM 07:45 AM1074905950501950465 Total36012411669020175201613 08:00 AM834205060432220446 08:15 AM792906120462150432 08:30 AM862806440402280450 08:45 AM1062816150401900431 Total354127123617016985501759 Grand Total9012933470270447202904170 Apprch %75.324.50.394.65.4018.181.90 Total %21.670.111.30.6010.748.70 North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM107490156595064501950245465 08:00 AM83420125506056432220265446 08:15 AM79290108612063462150261432 08:30 AM86280114644068402280268450 Total Volume3551480503234170251179860010391793 % App. Total70.629.4093.26.8017.282.80 PHF.829.755.000.806.914.708.000.923.895.943.000.969.964 S: Bedford RoadFile Name: 123082 G QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 06:00 AM2100000104 06:15 AM2000000103 06:30 AM0000000303 06:45 AM1000000405 Total51000009015 07:00 AM4000000307 07:15 AM3100000307 42030005014 07:30 AM 07:45 AM6000001209 Total1730300113037 08:00 AM1000000304 08:15 AM71000006014 08:30 AM2000000709 08:45 AM5000000207 Total1510000018034 Grand Total3750300140086 Apprch %88.111.90100002.497.60 Total %435.803.5001.246.50 North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM42063003050514 07:45 AM6006000012039 08:00 AM1001000003034 08:15 AM71080000060614 Total Volume183021300311601741 % App. Total85.714.30100005.994.10 PHF.643.375.000.656.250.000.000.250.250.667.000.708.732 S: Bedford RoadFile Name: 123082 G QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftPedsRightLeftPedsRightThruPedsInt. Total 06:00 AM0001000102 06:15 AM0000000000 06:30 AM0000000000 06:45 AM0000000000 Total0001000102 07:00 AM0000000000 07:15 AM0000000101 0000000000 07:30 AM 07:45 AM0000000000 Total0000000101 08:00 AM0000000000 08:15 AM0000000000 08:30 AM1000000001 08:45 AM0000000000 Total1000000001 Grand Total1001000204 Apprch %100001000001000 Total %250025000500 North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftPedsApp. TotalRightLeftPedsApp. TotalRightThruPedsApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM0000100101012 06:15 AM0000000000000 06:30 AM0000000000000 06:45 AM0000000000000 Total Volume0000100101012 % App. Total0001000001000 PHF.000.000.000.000.250.000.000.250.000.250.000.250.250 S: Bedford RoadFile Name: 123082 G QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM113490162595064511970248474 08:00 AM84420126506056432250268450 08:15 AM86300116612063462210267446 08:30 AM88280116644068402350275459 Total Volume3711490520234170251180878010581829 % App. Total71.328.7093.26.8017830 PHF.821.760.000.802.914.708.000.923.882.934.000.962.965 Cars 3551480503234170251179860010391793 % Cars95.799.3096.7100100010099.497.9098.298.0 Heavy Vehicles161017000011801936 4.30.703.300000.62.101.82.0 % Heavy Vehicles Peak Hour Data North Great Road (Route 2A) 16 19 35 372 1039 1411 388 1446 Total North Great Road (Route 2A) 860878 18 Thru 1112 1632 1094 503 1597 Out Thru 18 17 35 1058 North 371355 16 Right 1791180 In Peak Hour Begins at 07:45 AM Left In 149148 520 U-TurnCars 000 1 Out Heavy Vehicles U-Turn Total 000 LeftRightU-Turn 17234 0 000 17234 0 327 251 578 2 0 2 329 580 251 OutInTotal Bedford Road N/S: Lexington Road (Rt 2A)/ Brooks RoadFile Name: 123082 H QSFDJTJPO E/W: N.Great Rd (Rt 2A)/ Bypass RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM1017042600000006810117 06:15 AM1029033900100005500128 06:30 AM20710103600000008960214 06:45 AM301080145800100007800262 Total70225031159002000029070721 07:00 AM501240206410101009800314 07:15 AM0013701570002000111300338 5114803461105210011300371 07:30 AM 07:45 AM9013504374001000010710370 Total19154401122692092201431101393 08:00 AM4014303171107000012300380 08:15 AM4014302757103400012110361 08:30 AM7012602761002020114120369 08:45 AM4211102270104000110210318 Total192523010725930164202487401428 Grand Total453129202506875027640312081203542 Apprch %3.40.296.4026.572.90.507316.210.800.298.810 Total %1.30.136.507.119.40.100.80.20.100.134.10.30 Cars443128402426585026640211751003459 % Cars97.810099.4096.895.8100096.3100100066.797.383.3097.7 10808290010001332083 Heavy Vehicles 2.200.603.24.2003.700033.32.716.702.3 % Heavy Vehicles Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM5114801543461109652108011300113371 07:45 AM90135014443740011710001010710108370 08:00 AM40143014731711010370007012300123380 08:15 AM4014301472757108534007012110122361 22156905921352633040116610230464204661482 Total Volume 3.70.296.1033.765.60.7069.626.14.30099.60.40 % App. Total PHF.611.250.961.000.961.785.889.750.000.857.571.375.250.000.719.000.943.500.000.947.975 Cars22156505881332483038415610220451204531447 % Cars10010099.3099.398.594.3100095.893.8100100095.7097.2100097.297.6 00404215001710001013001335 Heavy Vehicles 000.700.71.55.7004.26.30004.302.8002.82.4 % Heavy Vehicles N/S: Lexington Road (Rt 2A)/ Brooks RoadFile Name: 123082 H QSFDJTJPO E/W: N.Great Rd (Rt 2A)/ Bypass RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM1017032500000006810115 06:15 AM0029023800100005400124 06:30 AM20700103600000008850211 06:45 AM301070145600100007400255 Total60223029155002000028460705 07:00 AM501230196210101009600308 07:15 AM0013601467002000010900328 5114703359104210011000363 07:30 AM 07:45 AM9013404269001000010510361 Total19154001082572082200420101360 08:00 AM4014303170107000011900375 08:15 AM4014102750103400011710348 08:30 AM7012602661002020113520362 08:45 AM4211102165104000110000309 Total192521010524630164202471301394 Grand Total443128402426585026640211751003459 Apprch %3.30.296.5026.772.70.6072.216.711.100.2990.80 Total %1.30.137.107190.100.80.20.100.1340.30 Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM5114701533359109342107011000110363 07:45 AM90134014342690011110001010510106361 08:00 AM40143014731701010270007011900119375 08:15 AM4014101452750107834007011710118348 22156505881332483038415610220451204531447 Total Volume 3.70.296.1034.664.60.8068.227.34.50099.60.40 % App. Total PHF.611.250.961.000.961.792.886.750.000.865.536.375.250.000.786.000.947.500.000.952.965 N/S: Lexington Road (Rt 2A)/ Brooks RoadFile Name: 123082 H QSFDJTJPO E/W: N.Great Rd (Rt 2A)/ Bypass RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM00001100000000002 06:15 AM10001100000001004 06:30 AM00100000000001103 06:45 AM00100200000004007 Total102024000000061016 07:00 AM00101200000002006 07:15 AM001013000000140010 00101200100003008 07:30 AM 07:45 AM00101500000002009 Total00404120010001110033 08:00 AM00000100000004005 08:15 AM002007000000040013 08:30 AM00001000000006007 08:45 AM00001500000002109 Total00202130000000161034 Grand Total10808290010001332083 Apprch %11.1088.9021.678.4001000002.891.75.60 Total %1.209.609.634.9001.20001.239.82.40 Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM001011200310001030038 07:45 AM001011500600000020029 08:00 AM000000100100000040045 08:15 AM0020207007000000400413 00404215001710001013001335 Total Volume 00100011.888.200100000010000 % App. Total PHF.000.000.500.000.500.500.536.000.000.607.250.000.000.000.250.000.813.000.000.813.673 N/S: Lexington Road (Rt 2A)/ Brooks RoadFile Name: 123082 H QSFDJTJPO E/W: N.Great Rd (Rt 2A)/ Bypass RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsInt. Total 06:00 AM00000000000001001 06:15 AM00000000000000000 06:30 AM00000000000000000 06:45 AM00000000000000000 Total00000000000001001 07:00 AM00000000000000000 07:15 AM00000000000001001 00000000000000000 07:30 AM 07:45 AM00000000000000000 Total00000000000001001 08:00 AM00000000000000000 08:15 AM00000000000001001 08:30 AM00001000000000001 08:45 AM00000000000000000 Total00001000000001002 Grand Total00001000000003004 Apprch %00001000000000010000 Total %000025000000007500 Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West RightThruLeftPedsRightThruLeftPeds Start TimeRightThruLeftPeds RightThruLeftPeds Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM000000000000000000000 08:00 AM000000000000000000000 08:15 AM000000000000000010011 08:30 AM000001000100000000001 000001000100000010012 Total Volume 00001000000000010000 % App. Total PHF.000.000.000.000.000.250.000.000.000.250.000.000.000.000.000.000.250.000.000.250.500 N/S: Lexington Road (Rt 2A)/ Brooks RoadFile Name: 123082 H QSFDJTJPO E/W: N.Great Rd (Rt 2A)/ Bypass RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM5114801543461109652108011300113371 07:45 AM90135014443740011710001010710108370 08:00 AM40143014731711010370007012300123380 08:15 AM4014301472757108534007012110122361 22156905921352633040116610230464204661482 Total Volume 3.70.296.1033.765.60.7069.626.14.30099.60.40 % App. Total PHF.611.250.961.000.961.785.889.750.000.857.571.375.250.000.719.000.943.500.000.947.975 Cars22156505881332483038415610220451204531447 % Cars10010099.3099.398.594.3100095.893.8100100095.7097.2100097.297.6 00404215001710001013001335 Heavy Vehicles 000.700.71.55.7004.26.30004.302.8002.82.4 % Heavy Vehicles Lexington Road (Route 2A) OutInTotal 141 588 729 2 4 6 143735 592 2215650 0040 2215690 RightThruLeftU-Turn Peak Hour Data 271 453 724 15 13 28 286 752 Total 202 Left North Great Road (Route 2A) Right 135133 1049 1450 1031 384 1415 Out Bypass Road 45113464 2 18 17 35 Thru 466 North Thru In 263248 Peak Hour Begins at 07:30 AM 15 Right 000 In 401 Cars Left Out Heavy Vehicles U-Turn 000 303 Total U-Turn 000 LeftThruRightU-Turn 1615 0 0010 1616 0 4 22 26 0 1 1 4 27 23 OutInTotal Brooks Road N: Old Bedford RoadFile Name: 123082 I QSFDJTJPO E/W: Lexington RoadSite Code: TBA EBUB City, State: Concord, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM5400301415041 06:15 AM5800402724068 06:30 AM920066047350123 06:45 AM16260312079530189 Total3558092501671270421 07:00 AM233604180104540239 07:15 AM273204130110990285 2440083001061050313 07:30 AM 07:45 AM28430133401101090337 Total10215102995043036701174 08:00 AM29310133001161051325 08:15 AM3318016190971080291 08:30 AM3028012170100990286 08:45 AM3226015180841050280 Total12410305684039741711182 Grand Total261312094204099491112777 Apprch %45.554.5031.568.5052.247.80.1 Total %9.411.203.47.3035.832.80 Cars245309088196098590012724 % Cars93.999093.696.1099.198.810098.1 Heavy Vehicles1630680911053 % Heavy Vehicles6.1106.43.900.91.201.9 Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM24400648300381061050211313 07:45 AM284307113340471101090219337 08:00 AM293106013300431161051222325 08:15 AM33180511619035971080205291 Total Volume114132024650113016342942718571266 % App. Total46.353.7030.769.3050.149.80.1 PHF.864.767.000.866.781.831.000.867.925.979.250.965.939 Cars108131023949110015942642418511249 % Cars94.799.2097.298.097.3097.599.399.310099.398.7 61071304330617 Heavy Vehicles 5.30.802.82.02.702.50.70.700.71.3 % Heavy Vehicles N: Old Bedford RoadFile Name: 123082 I QSFDJTJPO E/W: Lexington RoadSite Code: TBA EBUB City, State: Concord, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM5400201415040 06:15 AM5700302724066 06:30 AM920066045340120 06:45 AM13260212078530184 Total3257082301641260410 07:00 AM213603170103530233 07:15 AM273103130108960278 1940072801051040303 07:30 AM 07:45 AM28430133301101090336 Total9515002691042636201150 08:00 AM29300133001161051324 08:15 AM3218016190951060286 08:30 AM2828011160100970280 08:45 AM2926014170841040274 Total11810205482039541211164 Grand Total245309088196098590012724 Apprch %44.255.803169052.247.70.1 Total %911.303.27.2036.2330 Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM19400597280351051040209303 07:45 AM284307113330461101090219336 08:00 AM293005913300431161051222324 08:15 AM32180501619035951060201286 Total Volume108131023949110015942642418511249 % App. Total45.254.8030.869.2050.149.80.1 PHF.844.762.000.842.766.833.000.864.918.972.250.958.929 N: Old Bedford RoadFile Name: 123082 I QSFDJTJPO E/W: Lexington RoadSite Code: TBA EBUB City, State: Concord, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM0000100001 06:15 AM0100100002 06:30 AM0000002103 06:45 AM3001001005 Total31012031011 07:00 AM2001101106 07:15 AM0101002307 50012011010 07:30 AM 07:45 AM0000100001 Total71034045024 08:00 AM0100000001 08:15 AM1000002205 08:30 AM2001100206 08:45 AM3001100106 Total61022025018 Grand Total1630680911053 Apprch %84.215.8042.957.1045550 Total %30.25.7011.315.101720.80 Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:45 AM 06:45 AM3003100110015 07:00 AM2002110211026 07:15 AM0101100123057 07:30 AM50051203110210 Total Volume10101143075501028 % App. Total90.99.1057.142.9050500 PHF.500.250.000.5501.00.375.000.583.625.417.000.500.700 N: Old Bedford RoadFile Name: 123082 I QSFDJTJPO E/W: Lexington RoadSite Code: TBA EBUB City, State: Concord, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftPedsRightThruPedsThruLeftPedsInt. Total 06:00 AM0000000000 06:15 AM0000000000 06:30 AM0000000000 06:45 AM0000000000 Total0000000000 07:00 AM0000000000 07:15 AM0000000000 0000000000 07:30 AM 07:45 AM0000000000 Total0000000000 08:00 AM0000000000 08:15 AM0000000000 08:30 AM0000100001 08:45 AM0000000000 Total0000100001 Grand Total0000100001 Apprch %00001000000 Total %00001000000 Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftPedsApp. TotalRightThruPedsApp. TotalThruLeftPedsApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM0000000000000 08:00 AM0000000000000 08:15 AM0000000000000 08:30 AM0000010100001 Total Volume0000010100001 % App. Total00001000000 PHF.000.000.000.000.000.250.000.250.000.000.000.000.250 N: Old Bedford RoadFile Name: 123082 I QSFDJTJPO E/W: Lexington RoadSite Code: TBA EBUB City, State: Concord, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM24400648300381061050211313 07:45 AM284307113340471101090219337 08:00 AM293106013300431161051222325 08:15 AM33180511619035971080205291 Total Volume114132024650113016342942718571266 % App. Total46.353.7030.769.3050.149.80.1 PHF.864.767.000.866.781.831.000.867.925.979.250.965.939 Cars 108131023949110015942642418511249 % Cars94.799.2097.298.097.3097.599.399.310099.398.7 Heavy Vehicles61071304330617 5.30.802.82.02.702.50.70.700.71.3 % Heavy Vehicles Old Bedford Road OutInTotal 473 239 712 4 7 11 477 246723 108131 0 610 114132 0 RightLeftU-Turn Peak Hour Data 218 851 1069 9 6 15 227 1084 Total 4243427 Left Lexington Road Out 561 724 557 159 716 Right Lexington Road 857 North 4 4 8 5049 4263429 1 Thru In Peak Hour Begins at 07:30 AM Thru In 113110 163 U-TurnCars 101 3 Out Heavy Vehicles U-Turn Total 000 N/S: Old Bedford RoadFile Name: 123082 QSFDJTJPO E/W: Virginia RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 06:00 AM11110140173047 06:15 AM14110000183046 06:30 AM29150230317188 06:45 AM3427044043120124 Total886407110109251305 07:00 AM5633026039170153 07:15 AM43400513073220196 5638058068350210 07:30 AM 07:45 AM4745023064350196 Total2021560143002441090755 08:00 AM37250610074300182 08:15 AM4632024071400195 08:30 AM4333055069370192 08:45 AM4633025054510191 Total1721230152402681580760 Grand Total46234303665062129211820 Apprch %57.442.6035.664.4067.931.90.1 Total %25.418.8023.6034.1160.1 Cars44934203561061628711791 % Cars97.299.7097.293.8099.298.310098.4 Heavy Vehicles131014055029 % Heavy Vehicles2.80.302.86.200.81.701.6 Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM43400835130187322095196 07:30 AM56380945801368350103210 07:45 AM474509223056435099196 08:00 AM372506261001674300104182 Total Volume183148033118340522791220401784 % App. Total55.344.7034.665.4069.630.40 PHF.817.822.000.880.750.654.000.722.943.871.000.964.933 Cars180148032818330512781190397776 % Cars98.4100099.110097.1098.199.697.5099.099.0 3003010113048 Heavy Vehicles 1.6000.902.901.90.42.501.01.0 % Heavy Vehicles N/S: Old Bedford RoadFile Name: 123082 QSFDJTJPO E/W: Virginia RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 06:00 AM10110140173046 06:15 AM13110000183045 06:30 AM29150230307187 06:45 AM3227033042120119 Total846406100107251297 07:00 AM5432026038170149 07:15 AM42400513073200193 5438057067340205 07:30 AM 07:45 AM4745023064350196 Total1971550142902421060743 08:00 AM37250610074300182 08:15 AM4432023071400192 08:30 AM4233055068360189 08:45 AM4533024054500188 Total1681230152202671560751 Grand Total44934203561061628711791 Apprch %56.843.2036.563.5068.131.70.1 Total %25.119.1023.4034.4160.1 Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM42400825130187320093193 07:30 AM54380925701267340101205 07:45 AM474509223056435099196 08:00 AM372506261001674300104182 Total Volume180148032818330512781190397776 % App. Total54.945.1035.364.7070300 PHF.833.822.000.891.750.635.000.708.939.850.000.954.946 N/S: Old Bedford RoadFile Name: 123082 QSFDJTJPO E/W: Virginia RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 06:00 AM1000000001 06:15 AM1000000001 06:30 AM0000001001 06:45 AM2001101005 Total4001102008 07:00 AM2100001004 07:15 AM1000000203 2000101105 07:30 AM 07:45 AM0000000000 Total51001023012 08:00 AM0000000000 08:15 AM2000100003 08:30 AM1000001103 08:45 AM1000100103 Total4000201209 Grand Total131014055029 Apprch %92.97.102080050500 Total %44.83.403.413.8017.217.20 Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:45 AM 06:45 AM2002110210015 07:00 AM2103000010014 07:15 AM1001000002023 07:30 AM2002010111025 Total Volume71081203330617 % App. Total87.512.5033.366.7050500 PHF.875.250.000.667.250.500.000.375.750.375.000.750.850 N/S: Old Bedford RoadFile Name: 123082 QSFDJTJPO E/W: Virginia RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftPedsRightLeftPedsRightThruPedsInt. Total 06:00 AM0000000000 06:15 AM0000010001 06:30 AM0010000001 06:45 AM0000000000 Total0010010002 07:00 AM0000000000 07:15 AM1000000012 0000010001 07:30 AM 07:45 AM0000000000 Total1000010013 08:00 AM0000000000 08:15 AM0000000000 08:30 AM0000000000 08:45 AM0000000000 Total0000000000 Grand Total1010020015 Apprch %500500010000100 Total %2002000400020 Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftPedsApp. TotalRightLeftPedsApp. TotalRightThruPedsApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:30 AM 06:30 AM0011000000001 06:45 AM0000000000000 07:00 AM0000000000000 07:15 AM1001000000112 Total Volume1012000000113 % App. Total5005000000100 PHF.250.000.250.500.000.000.000.000.000.000.250.250.375 N/S: Old Bedford RoadFile Name: 123082 QSFDJTJPO E/W: Virginia RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM43400835130187322095196 07:30 AM56380945801368350103210 07:45 AM474509223056435099196 08:00 AM372506261001674300104182 Total Volume183148033118340522791220401784 % App. Total55.344.7034.665.4069.630.40 PHF.817.822.000.880.750.654.000.722.943.871.000.964.933 Cars 180148032818330512781190397776 % Cars98.4100099.110097.1098.199.697.5099.099.0 Heavy Vehicles3003010113048 1.6000.902.901.90.42.501.01.0 % Heavy Vehicles Old Bedford Road OutInTotal 137 328 465 3 3 6 140 331471 180148 0 300 183148 0 ThruLeftU-Turn Peak Hour Data Out 427 479 426 51 477 Right North 1 1 2 Virginia Road 1818 0 Peak Hour Begins at 07:15 AM Left In 34 33 52 Cars 1 Heavy Vehicles U-Turn Total 000 ThruRightU-Turn 119278 0 310 122279 0 213 397 610 4 4 8 217 618 401 OutInTotal Old Bedford Road S: Old Bedford RoadFile Name: 123082 K QSFDJTJPO E/W: Bedford Street (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 06:00 AM1870300321052 06:15 AM27220400225080 06:30 AM323608006370119 06:45 AM41490161010560173 Total11811403110211390424 07:00 AM54750153013730233 07:15 AM54650213016670226 57880325010860278 07:30 AM 07:45 AM69720453025990313 Total23430001131406432501050 08:00 AM596203240131140284 08:15 AM627505210141150319 08:30 AM71630413014910283 08:45 AM636505450101060303 Total25526501791305142601189 Grand Total607679032328013689002663 Apprch %47.252.80928013.386.70 Total %22.825.5012.11.105.133.40 Cars589670031827013387102608 % Cars9798.7098.596.4097.897.9097.9 Heavy Vehicles1890510319055 % Heavy Vehicles31.301.53.602.22.102.1 Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM6972014145304825990124313 08:00 AM59620121324036131140127284 08:15 AM62750137521053141150129319 08:30 AM7163013441304414910105283 Total Volume26127205331701101816641904851199 % App. Total4951093.96.1013.686.40 PHF.919.907.000.945.817.688.000.854.660.911.000.940.940 Cars25126705181691101806641204781176 % Cars96.298.2097.299.4100099.410098.3098.698.1 1050151001070723 Heavy Vehicles 3.81.802.80.6000.601.701.41.9 % Heavy Vehicles S: Old Bedford RoadFile Name: 123082 K QSFDJTJPO E/W: Bedford Street (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 06:00 AM1870300321052 06:15 AM27220400223078 06:30 AM323608006360118 06:45 AM39480151010540167 Total11611303010211340415 07:00 AM53740153011690225 07:15 AM53640193016670222 5387032409830268 07:30 AM 07:45 AM66710453025970307 Total22529601111306131601022 08:00 AM566203240131140281 08:15 AM597305210141110310 08:30 AM70610403014900278 08:45 AM636505350101060302 Total24826101771305142101171 Grand Total589670031827013387102608 Apprch %46.853.2092.27.8013.286.80 Total %22.625.7012.2105.133.40 Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM6671013745304825970122307 08:00 AM56620118324036131140127281 08:15 AM59730132521053141110125310 08:30 AM7061013140304314900104278 Total Volume25126705181691101806641204781176 % App. Total48.551.5093.96.1013.886.20 PHF.896.914.000.945.813.688.000.849.660.904.000.941.948 S: Old Bedford RoadFile Name: 123082 K QSFDJTJPO E/W: Bedford Street (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 06:00 AM0000000000 06:15 AM0000000202 06:30 AM0000000101 06:45 AM2101000206 Total2101000509 07:00 AM1100002408 07:15 AM1102000004 41001013010 07:30 AM 07:45 AM3100000206 Total94021039028 08:00 AM3000000003 08:15 AM3200000409 08:30 AM1201000105 08:45 AM0001000001 Total74020005018 Grand Total1890510319055 Apprch %66.733.3083.316.7013.686.40 Total %32.716.409.11.805.534.50 Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:45 AM 06:45 AM2103100102026 07:00 AM1102000024068 07:15 AM1102200200004 07:30 AM41050101130410 Total Volume8401231043901228 % App. Total66.733.307525025750 PHF.5001.00.000.600.375.250.000.500.375.563.000.500.700 S: Old Bedford RoadFile Name: 123082 K QSFDJTJPO E/W: Bedford Street (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftPedsRightLeftPedsRightThruPedsInt. Total 06:00 AM0000000000 06:15 AM0020000002 06:30 AM0010000001 06:45 AM0000000101 Total0030000104 07:00 AM0000000000 07:15 AM0100000001 0000000000 07:30 AM 07:45 AM0000000000 Total0100000001 08:00 AM0000000000 08:15 AM0000000000 08:30 AM0000000000 08:45 AM0000000000 Total0000000000 Grand Total0130000105 Apprch %0257500001000 Total %020600000200 Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftPedsApp. TotalRightLeftPedsApp. TotalRightThruPedsApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM0000000000000 06:15 AM0022000000002 06:30 AM0011000000001 06:45 AM0000000001011 Total Volume0033000001014 % App. Total0010000001000 PHF.000.000.375.375.000.000.000.000.000.250.000.250.500 S: Old Bedford RoadFile Name: 123082 K QSFDJTJPO E/W: Bedford Street (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM6972014145304825990124313 08:00 AM59620121324036131140127284 08:15 AM62750137521053141150129319 08:30 AM7163013441304414910105283 Total Volume26127205331701101816641904851199 % App. Total4951093.96.1013.686.40 PHF.919.907.000.945.817.688.000.854.660.911.000.940.940 Cars 25126705181691101806641204781176 % Cars96.298.2097.299.4100099.410098.3098.698.1 Heavy Vehicles1050151001070723 3.81.802.80.6000.601.701.41.9 % Heavy Vehicles Peak Hour Data 10 7 17 262 478 740 272 757 Total Bedford Street (Route 62) 4127419 Bedford Street (Route 62) Thru Out 589 1122 581 518 1099 Thru 485 North 261251 8 15 23 10 Right 66066 In Peak Hour Begins at 07:45 AM Left In 272267 533 U-TurnCars 000 5 Out Heavy Vehicles U-Turn Total 000 LeftRightU-Turn 11169 0 010 11170 0 333 180 513 5 1 6 338 519 181 OutInTotal Old Bedford Road S: Hartwell RoadFile Name: 123082 L QSFDJTJPO E/W: Concord Road (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 06:00 AM26250200627086 06:15 AM39140320631095 06:30 AM678005011440135 06:45 AM9026105011550188 Total2227315120341570504 07:00 AM91250110018860231 07:15 AM9070212024890224 133200690341210323 07:30 AM 07:45 AM1061905110471070295 Total4207101442012340301073 08:00 AM1203002110431240330 08:15 AM1092703130441410337 08:30 AM131120990281240313 08:45 AM1481103140381580372 Total5088001747015354701352 Grand Total11502241361010310110702929 Apprch %83.616.30.126.373.7021.978.10 Total %39.37.601.23.4010.637.80 Cars1115219133940304108202848 % Cars9797.810091.793.1098.197.7097.2 Heavy Vehicles3550370625081 % Heavy Vehicles32.208.36.901.92.302.8 Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM120300150211013431240167330 08:15 AM109270136313016441410185337 08:30 AM13112014399018281240152313 08:45 AM148110159314017381580196372 Total Volume508800588174706415354707001352 % App. Total86.413.6026.673.4021.978.10 PHF.858.667.000.925.472.839.000.889.869.866.000.893.909 Cars484800564154506015253506871311 % Cars95.3100095.988.295.7093.899.397.8098.197.0 240024220411201341 Heavy Vehicles 4.7004.111.84.306.30.72.201.93.0 % Heavy Vehicles S: Hartwell RoadFile Name: 123082 L QSFDJTJPO E/W: Concord Road (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 06:00 AM26250200627086 06:15 AM39140320629093 06:30 AM668005011440134 06:45 AM8925104011540184 Total2207215110341540497 07:00 AM89210110016830220 07:15 AM887029024830213 131200590341210320 07:30 AM 07:45 AM1031905100441060287 Total4116701338011839301040 08:00 AM115300290431230322 08:15 AM1032702130441370326 08:30 AM126120890281210304 08:45 AM1401103140371540359 Total4848001545015253501311 Grand Total1115219133940304108202848 Apprch %83.516.40.12674021.978.10 Total %39.27.701.23.3010.7380 Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM11530014529011431230166322 08:15 AM103270130213015441370181326 08:30 AM12612013889017281210149304 08:45 AM140110151314017371540191359 Total Volume484800564154506015253506871311 % App. Total85.814.202575022.177.90 PHF.864.667.000.934.469.804.000.882.864.869.000.899.913 S: Hartwell RoadFile Name: 123082 L QSFDJTJPO E/W: Concord Road (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 06:00 AM0000000000 06:15 AM0000000202 06:30 AM1000000001 06:45 AM1100100104 Total2100100307 07:00 AM24000023011 07:15 AM20003006011 2001000003 07:30 AM 07:45 AM3000103108 Total940140510033 08:00 AM5000200108 08:15 AM60010004011 08:30 AM5001000309 08:45 AM80000014013 Total2400220112041 Grand Total3550370625081 Apprch %87.512.503070019.480.60 Total %43.26.203.78.607.430.90 Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM5005020201018 08:15 AM60061001040411 08:30 AM5005100103039 08:45 AM80080000140513 Total Volume240024220411201341 % App. Total10000505007.792.30 PHF.750.000.000.750.500.250.000.500.250.750.000.650.788 S: Hartwell RoadFile Name: 123082 L QSFDJTJPO E/W: Concord Road (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftPedsRightLeftPedsRightThruPedsInt. Total 06:00 AM0000000000 06:15 AM0000000000 06:30 AM0000000000 06:45 AM0000000000 Total0000000000 07:00 AM1000000102 07:15 AM0000000000 0000000000 07:30 AM 07:45 AM0000000000 Total1000000102 08:00 AM0000000000 08:15 AM0000000000 08:30 AM0000000000 08:45 AM0000000000 Total0000000000 Grand Total1000000102 Apprch %1000000001000 Total %50000000500 Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftPedsApp. TotalRightLeftPedsApp. TotalRightThruPedsApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:15 AM 06:15 AM0000000000000 06:30 AM0000000000000 06:45 AM0000000000000 07:00 AM1001000001012 Total Volume1001000001012 % App. Total1000000001000 PHF.250.000.000.250.000.000.000.000.000.250.000.250.250 S: Hartwell RoadFile Name: 123082 L QSFDJTJPO E/W: Concord Road (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM120300150211013431240167330 08:15 AM109270136313016441410185337 08:30 AM13112014399018281240152313 08:45 AM148110159314017381580196372 Total Volume508800588174706415354707001352 % App. Total86.413.6026.673.4021.978.10 PHF.858.667.000.925.472.839.000.889.869.866.000.893.909 Cars 484800564154506015253506871311 % Cars95.3100095.988.295.7093.899.397.8098.197.0 Heavy Vehicles240024220411201341 4.7004.111.84.306.30.72.201.93.0 % Heavy Vehicles Peak Hour Data 26 13 39 529 687 1216 555 1255 Total Concord Road (Route 62) 535547 Concord Road (Route 62) 12 Thru Out 564 1152 550 564 1114 Thru 14 24 38 700 North 508484 24 Right 1521153 In Peak Hour Begins at 08:00 AM Left In 588 80 80 U-TurnCars 000 0 Out Heavy Vehicles U-Turn Total 000 LeftRightU-Turn 4515 0 220 4717 0 232 60 292 1 4 5 233 297 64 OutInTotal Hartwell Road N/S: South RoadFile Name: 123082 M QSFDJTJPO W: Hartwell RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruU-TurnThruLeftU-TurnRightLeftU-TurnInt. Total 06:00 AM5260291020063 06:15 AM66401110041096 06:30 AM1267021110770125 06:45 AM10130028809110196 Total3328708930022190480 07:00 AM131180281801280197 07:15 AM71250541201590222 1116104715022330289 07:30 AM 07:45 AM1616904523040130306 Total475730174680896301014 08:00 AM1317102714037210283 08:15 AM1213403115029190240 08:30 AM812502817014200212 08:45 AM1411503418020170218 Total475450120640100770953 Grand Total12714050383162021115902447 Apprch %8.391.7070.329.7057430 Total %5.257.4015.76.608.66.50 Cars12213790355151020015502362 % Cars96.198.1092.793.2094.897.5096.5 Heavy Vehicles526028110114085 % Heavy Vehicles3.91.907.36.805.22.503.5 South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM11161017247150622233055289 07:45 AM16169018545230684013053306 08:00 AM13171018427140413721058283 08:15 AM12134014631150462919048240 Total Volume5263506871506702171288602141118 % App. Total7.692.4069.130.9059.840.20 PHF.813.928.000.928.798.728.000.798.800.652.000.922.913 Cars5062706771375901961198602051078 % Cars96.298.7098.591.388.1090.393.0100095.896.4 28010138021900940 Heavy Vehicles 3.81.301.58.711.909.77.0004.23.6 % Heavy Vehicles N/S: South RoadFile Name: 123082 M QSFDJTJPO W: Hartwell RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruU-TurnThruLeftU-TurnRightLeftU-TurnInt. Total 06:00 AM5240281020060 06:15 AM6640910041094 06:30 AM1265021110770123 06:45 AM9127026809110190 Total3228008430022190467 07:00 AM131170271801280195 07:15 AM71240481001580212 1115804613021330282 07:30 AM 07:45 AM1516904320036130296 Total46568016461084620985 08:00 AM1216802113035210270 08:15 AM1213202713027190230 08:30 AM712002717013200204 08:45 AM1311103217019140206 Total44531010760094740910 Grand Total12213790355151020015502362 Apprch %8.191.9070.229.8056.343.70 Total %5.258.40156.408.56.60 South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM11158016946130592133054282 07:45 AM15169018443200633613049296 08:00 AM12168018021130343521056270 08:15 AM12132014427130402719046230 Total Volume5062706771375901961198602051078 % App. Total7.492.6069.930.1058420 PHF.833.928.000.920.745.738.000.778.826.652.000.915.910 N/S: South RoadFile Name: 123082 M QSFDJTJPO W: Hartwell RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruU-TurnThruLeftU-TurnRightLeftU-TurnInt. Total 06:00 AM0201000003 06:15 AM0002000002 06:30 AM0200000002 06:45 AM1302000006 Total17050000013 07:00 AM0101000002 07:15 AM01062001010 0301201007 07:30 AM 07:45 AM10023040010 Total150107051029 08:00 AM13061020013 08:15 AM02042020010 08:30 AM1501001008 08:45 AM14021013012 Total3140134063043 Grand Total526028110114085 Apprch %16.183.9071.828.2073.326.70 Total %5.930.6032.912.9012.94.70 South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM13046107200213 08:15 AM02024206200210 08:30 AM1506100110018 08:45 AM14052103130412 Total Volume314017134017630943 % App. Total17.682.4076.523.5066.733.30 PHF.750.700.000.708.542.500.000.607.750.250.000.563.827 N/S: South RoadFile Name: 123082 M QSFDJTJPO W: Hartwell RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruPedsThruLeftPedsRightLeftPedsInt. Total 06:00 AM0000000000 06:15 AM0004000004 06:30 AM0000000000 06:45 AM0000000000 Total0004000004 07:00 AM0000000000 07:15 AM0020000002 0000000101 07:30 AM 07:45 AM0000000000 Total0020000103 08:00 AM0000000000 08:15 AM0000000000 08:30 AM0000000000 08:45 AM0000000000 Total0000000000 Grand Total0024000107 Apprch %001001000001000 Total %0028.657.100014.30 South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruPedsApp. TotalThruLeftPedsApp. TotalRightLeftPedsApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM0000000000000 06:15 AM0000400400004 06:30 AM0000000000000 06:45 AM0000000000000 Total Volume0000400400004 % App. Total00010000000 PHF.000.000.000.000.250.000.000.250.000.000.000.000.250 N/S: South RoadFile Name: 123082 M QSFDJTJPO W: Hartwell RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM11161017247150622233055289 07:45 AM16169018545230684013053306 08:00 AM13171018427140413721058283 08:15 AM12134014631150462919048240 Total Volume5263506871506702171288602141118 % App. Total7.692.4069.130.9059.840.20 PHF.813.928.000.928.798.728.000.798.800.652.000.922.913 Cars 5062706771375901961198602051078 % Cars96.298.7098.591.388.1090.393.0100095.896.4 Heavy Vehicles28010138021900940 3.81.301.58.711.909.77.0004.23.6 % Heavy Vehicles South Road OutInTotal 223 677 900 13 10 23 236 687923 50627 0 280 52635 0 RightThruU-Turn Peak Hour Data 10 9 19 109 205 314 119 333 Total 0 8686 Left Hartwell Road 214 North Right 1199128 In Peak Hour Begins at 07:30 AM U-TurnCars 000 Out Heavy Vehicles LeftThruU-Turn 59137 0 813 0 67150 0 746 196 942 17 21 38 763 980 217 OutInTotal South Road N: North Road (Route 4/225)File Name: 123082 N QSFDJTJPO E/W: Great Rd (4/225)/ Concord Rd (62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM3310901715025100209 06:15 AM4416902311039110297 06:30 AM5718703924036130356 06:45 AM9126405333044210506 Total22572901328301445501368 07:00 AM9118905537063320467 07:15 AM11816904842049420468 14014108178068600568 07:30 AM 07:45 AM11115807364076490531 Total4606570257221025618302034 08:00 AM10415205655087380492 08:15 AM9616206872083570538 08:30 AM10014006277079530511 08:45 AM11916307488080380562 Total4196170260292032918602103 Grand Total110420030649596072942405505 Apprch %35.564.5052.147.9063.236.80 Total %20.136.4011.810.8013.27.70 Cars107819700592567070841705332 % Cars97.698.4091.295.1097.198.3096.9 Heavy Vehicles26330572902170173 % Heavy Vehicles2.41.608.84.902.91.703.1 North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM14014102818178015968600128568 07:45 AM11115802697364013776490125531 08:00 AM10415202565655011187380125492 08:15 AM9616202586872014083570140538 Total Volume45161301064278269054731420405182129 % App. Total42.457.6050.849.2060.639.40 PHF.805.946.000.947.858.862.000.860.902.850.000.925.937 Cars44260601048258260051830619905052071 % Cars98.098.9098.592.896.7094.797.597.5097.597.3 970162090298501358 Heavy Vehicles 2.01.101.57.23.305.32.52.502.52.7 % Heavy Vehicles N: North Road (Route 4/225)File Name: 123082 N QSFDJTJPO E/W: Great Rd (4/225)/ Concord Rd (62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM3310701615025100206 06:15 AM4416502311037110291 06:30 AM5618603524036130350 06:45 AM9126204629043210492 Total22472001207901415501339 07:00 AM8818704535062300447 07:15 AM11316504740047420454 13814007976065600558 07:30 AM 07:45 AM10915607063075490522 Total4486480241214024918101981 08:00 AM10215205054086380482 08:15 AM9315805967080520509 08:30 AM9513306071077530489 08:45 AM11615906282075380532 Total4066020231274031818102012 Grand Total107819700592567070841705332 Apprch %35.464.6051.148.9062.937.10 Total %20.236.9011.110.6013.37.80 North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM13814002787976015565600125558 07:45 AM10915602657063013375490124522 08:00 AM10215202545054010486380124482 08:15 AM9315802515967012680520132509 Total Volume44260601048258260051830619905052071 % App. Total42.257.8049.850.2060.639.40 PHF.801.959.000.942.816.855.000.835.890.829.000.956.928 N: North Road (Route 4/225)File Name: 123082 N QSFDJTJPO E/W: Great Rd (4/225)/ Concord Rd (62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 06:00 AM0201000003 06:15 AM0400002006 06:30 AM1104000006 06:45 AM02074010014 Total190124030029 07:00 AM320102012020 07:15 AM54012020014 21022030010 07:30 AM 07:45 AM2203101009 Total1290167072053 08:00 AM20061010010 08:15 AM34095035029 08:30 AM57026020022 08:45 AM340126050030 Total1315029180115091 Grand Total26330572902170173 Apprch %44.155.9066.333.7075250 Total %1519.1032.916.8012.140 North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM20026107100110 08:15 AM340795014350829 08:30 AM570122608200222 08:45 AM3407126018500530 Total Volume1315028291804711501691 % App. Total46.453.6061.738.3068.831.20 PHF.650.536.000.583.604.750.000.653.550.250.000.500.758 N: North Road (Route 4/225)File Name: 123082 N QSFDJTJPO E/W: Great Rd (4/225)/ Concord Rd (62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftPedsRightThruPedsThruLeftPedsInt. Total 06:00 AM0000000000 06:15 AM0000000000 06:30 AM0100000001 06:45 AM0000000000 Total0100000001 07:00 AM1000000001 07:15 AM0000000000 0000000000 07:30 AM 07:45 AM0000000000 Total1000000001 08:00 AM0000000000 08:15 AM0000000000 08:30 AM0000000000 08:45 AM0000000000 Total0000000000 Grand Total1100000002 Apprch %50500000000 Total %50500000000 North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftPedsApp. TotalRightThruPedsApp. TotalThruLeftPedsApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:15 AM 06:15 AM0000000000000 06:30 AM0101000000001 06:45 AM0000000000000 07:00 AM1001000000001 Total Volume1102000000002 % App. Total50500000000 PHF.250.250.000.500.000.000.000.000.000.000.000.000.500 N: North Road (Route 4/225)File Name: 123082 N QSFDJTJPO E/W: Great Rd (4/225)/ Concord Rd (62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM14014102818178015968600128568 07:45 AM11115802697364013776490125531 08:00 AM10415202565655011187380125492 08:15 AM9616202586872014083570140538 Total Volume45161301064278269054731420405182129 % App. Total42.457.6050.849.2060.639.40 PHF.805.946.000.947.858.862.000.860.902.850.000.925.937 Cars 44260601048258260051830619905052071 % Cars98.098.9098.592.896.7094.797.597.5097.597.3 Heavy Vehicles970162090298501358 2.01.101.57.23.305.32.52.502.52.7 % Heavy Vehicles North Road (Route 4/225) OutInTotal 457 1048 1505 25 16 41 482 10641546 442606 0 970 451613 0 RightLeftU-Turn Peak Hour Data 18 13 31 702 505 1207 720 1238 Total Concord Road (Route 62) Great Road (Route 4/225) 1995204 Left Out 927 1474 912 518 1430 Right 15 29 44 518 North 278258 20 3068314 Thru In Peak Hour Begins at 07:30 AM Thru In 269260 547 U-TurnCars 000 9 Out Heavy Vehicles U-Turn Total 000 N/S: Springs Road/ South RoadFile Name: 123082 O QSFDJTJPO E/W: Great Road (Route 4/62/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM3140128100030299130164 06:15 AM66200211010605514440246 06:30 AM79801611051804716290319 06:45 AM551250373001215046200130434 Total2167390518330733201775972901163 07:00 AM861240186003616037176170435 07:15 AM13772503840041626015162230448 1380250414010152847019173140559 07:30 AM 07:45 AM179227039710171430014182150509 Total513101010114072039641190856936901951 08:00 AM1588340294206919017180160482 08:15 AM14543703112007626019171210470 08:30 AM1448300111110111120025163240459 08:45 AM34512702112108823025163140468 Total7724112808429403234880866777501879 Grand Total149618268024101990781012390348196717304993 Apprch %14.459.725.902.396.90.9018.724.257.201479.170 Total %312.45.400.520.40.201.624.80739.43.50 Cars1426112660229588077922170342192917204836 % Cars95.398.999.3091.79488.9098.791.190.8098.398.199.4096.9 7720261101922063810157 Heavy Vehicles 4.71.10.708.3611.101.38.99.201.71.90.603.1 % Heavy Vehicles Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM138025011841401014515284709019173140206559 07:45 AM17922701363971010117143006114182150211509 08:00 AM15883401372942098691903417180160213482 08:15 AM1454370105311200115762603919171210211470 593141230496124434045945571220224697066608412020 Total Volume 11.963.324.802.696.50.9020.125.454.508.283.97.80 % App. Total PHF.868.853.831.000.905.750.791.500.000.791.662.509.649.000.622.908.970.786.000.987.903 Cars583131220493124174043344531140211676996608321969 % Cars98.399.799.2099.410094.1100094.397.893.093.4094.297.199.0100098.997.5 1110302600261480132700951 Heavy Vehicles 1.70.30.800.605.9005.72.27.06.605.82.91.0001.12.5 % Heavy Vehicles N/S: Springs Road/ South RoadFile Name: 123082 O QSFDJTJPO E/W: Great Road (Route 4/62/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM3140127000030299130162 06:15 AM66200211010605513840240 06:30 AM79801571051704716190313 06:45 AM550250368001112046198130422 Total2166390517320722801775882901137 07:00 AM861240078003311037172170414 07:15 AM13742502810041624015157230434 1280240413810152745018171140549 07:30 AM 07:45 AM179227039210171429014180150501 Total50307100093892039601090846806901898 08:00 AM1587340289206818017178160472 08:15 AM1454370398006422018170210447 08:30 AM1446290110710111019022159230442 08:45 AM28512702102108821024154140440 Total7123812708396403130800816617401801 Grand Total1426112660229588077922170342192917204836 Apprch %13.96026.102.2970.8019.923.856.20147970 Total %2.912.65.500.519.80.201.61.94.507.139.93.60 Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM128024011641381014315274508718171140203549 07:45 AM1792270136392109617142906014180150209501 08:00 AM15873401362892093681803217178160211472 08:15 AM145437010539800101642203218170210209447 583131220493124174043344531140211676996608321969 Total Volume 11.863.524.702.896.30.9020.925.15408.1847.90 % App. Total PHF.853.851.824.000.906.750.755.500.000.757.647.491.633.000.606.931.971.786.000.986.897 N/S: Springs Road/ South RoadFile Name: 123082 O QSFDJTJPO E/W: Great Road (Route 4/62/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM00000110000000002 06:15 AM00000000000006006 06:30 AM00000400001001006 06:45 AM010005000130020012 Total0100010100140090026 07:00 AM000018000350040021 07:15 AM030013000020050014 101002000120120010 07:30 AM 07:45 AM00000500001002008 Total131021800041001130053 08:00 AM010005000110020010 08:15 AM0000014001240110023 08:30 AM021004000110341017 08:45 AM6000010000020190028 Total63100330014805161078 Grand Total7720261101922063810157 Apprch %43.843.812.503.195.31.603.128.168.8013.384.42.20 Total %4.54.51.301.338.90.600.65.71403.824.20.60 Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM0100105005011020200210 08:15 AM000000140014124071100223 08:30 AM0210304004011023410817 08:45 AM6000601000100020219001028 6310100330033148013516102278 Total Volume 60301000100007.730.861.5022.772.74.50 % App. Total PHF.250.375.250.000.417.000.589.000.000.589.250.500.500.000.464.417.444.250.000.550.696 N/S: Springs Road/ South RoadFile Name: 123082 O QSFDJTJPO E/W: Great Road (Route 4/62/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsInt. Total 06:00 AM00000000000100012 06:15 AM00020002000200006 06:30 AM00000000040000004 06:45 AM00010000000000012 Total000300020403000214 07:00 AM00000000000000000 07:15 AM00020001000100004 00000001000100002 07:30 AM 07:45 AM00000000000000000 Total00020002000200006 08:00 AM00000000000000000 08:15 AM00000000000100001 08:30 AM00000002000000002 08:45 AM00000000000000000 Total00000002000100003 Grand Total000500060406000223 Apprch %000100000100040060000100 Total %00021.700026.1017.4026.10008.7 Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West RightThruLeftPedsRightThruLeftPeds Start TimeRightThruLeftPeds RightThruLeftPeds Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM000000000000011000112 06:15 AM000220002200022000006 06:30 AM000000000004004000004 06:45 AM000110000000000000112 0003300022040370002214 Total Volume 000100000100057.1042.9000100 % App. Total PHF.000.000.000.375.375.000.000.000.250.250.000.250.000.375.438.000.000.000.500.500.583 N/S: Springs Road/ South RoadFile Name: 123082 O QSFDJTJPO E/W: Great Road (Route 4/62/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM138025011841401014515284709019173140206559 07:45 AM17922701363971010117143006114182150211509 08:00 AM15883401372942098691903417180160213482 08:15 AM1454370105311200115762603919171210211470 593141230496124434045945571220224697066608412020 Total Volume 11.963.324.802.696.50.9020.125.454.508.283.97.80 % App. Total PHF.868.853.831.000.905.750.791.500.000.791.662.509.649.000.622.908.970.786.000.987.903 Cars583131220493124174043344531140211676996608321969 % Cars98.399.799.2099.410094.1100094.397.893.093.4094.297.199.0100098.997.5 1110302600261480132700951 Heavy Vehicles 1.70.30.800.605.9005.72.27.06.605.82.91.0001.12.5 % Heavy Vehicles Springs Road OutInTotal 131 493 624 4 3 7 135631 496 583131220 1110 593141230 RightThruLeftU-Turn Peak Hour Data Great Road (Route 4/62/225) 589 832 1421 35 9 44 624 1465 Total 0 6666 Left Great Road (Route 4/62/225) Right Out 1212 874 1333 865 433 1298 6997706 0 Thru 841 North 9 26 35 Thru In 443417 Peak Hour Begins at 07:30 AM 26 Right 2 6769 In 459 Cars Left Out Heavy Vehicles U-Turn 000 404 Total U-Turn 000 LeftThruRightU-Turn 114 5344 0 8410 122 5745 0 384 211 595 3 13 16 387 611 224 OutInTotal South Road N/S: South RoadFile Name: 123082 P QSFDJTJPO E/W: Loomis Street/ Railroad AvenueSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM22330031407310270065 06:15 AM758400612036201310103 06:30 AM26010132201512303400126 06:45 AM91105011322015177061530223 Total202511302257004038130122940517 07:00 AM101062012424019910081870238 07:15 AM14103200371902028180143680299 241178033429029451903746200411 07:30 AM 07:45 AM21448017370252780203640319 Total504702005102109093109550791363901267 08:00 AM512360116420322290293340322 08:15 AM311460112360322140173510282 08:30 AM41027037280282360153330259 08:45 AM58860014240302950162950251 Total17427250549130012295240771301301114 Grand Total8711485801217630902552429201682955602898 Apprch %6.788.84.502.435.462.2043.341.115.6032.456.810.80 Total %339.6200.46.110.708.88.43.205.810.21.90 Cars781140520716129802442308301542724602765 % Cars89.799.389.7058.391.596.4095.79590.2091.792.282.1095.4 98605151101112901423100133 Heavy Vehicles 10.30.710.3041.78.53.604.359.808.37.817.904.6 % Heavy Vehicles South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM14103201190371905620281806614368058299 07:30 AM2411780149334290662945190933746200103411 07:45 AM21448015417370452527806020364060319 08:00 AM512360134116420593222906329334066322 4548724055659412702261061225402821001513602871351 Total Volume 8.187.64.302.241.656.2037.643.319.1034.852.612.50 % App. Total PHF.469.845.750.000.903.417.635.756.000.856.828.678.711.000.758.676.821.450.000.697.822 Cars394852205463861270216100117470264951403502701296 % Cars86.799.691.7098.260.091.5100095.694.395.987.0093.695.092.797.2094.195.9 622010280010657018511101755 Heavy Vehicles 13.30.48.301.840.08.5004.45.74.113.006.45.07.32.805.94.1 % Heavy Vehicles N/S: South RoadFile Name: 123082 P QSFDJTJPO E/W: Loomis Street/ Railroad AvenueSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM22330031307310140060 06:15 AM758300611036201310101 06:30 AM25910132001511302400121 06:45 AM91104001321015166031200209 Total20250110125650403612072310491 07:00 AM91062002224016810061310217 07:15 AM12103100351901826170133480286 201178023029029431803742200395 07:30 AM 07:45 AM21428017370242670203340311 Total43468190394109087103520761223301209 08:00 AM512350014420292250253130304 08:15 AM31135008350311840163410268 08:30 AM2996037250282350153330249 08:45 AM58760013220292850152950244 Total15422220342124011791190711271201065 Grand Total781140520716129802442308301542724602765 Apprch %6.189.84.101.534.563.9043.841.314.9032.657.69.70 Total %2.841.21.900.35.810.808.88.3305.69.81.70 South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM12103101160351905418261706113348055286 07:30 AM201178014523029061294318090374220099395 07:45 AM21428015217370452426705720334057311 08:00 AM512350133014420562922505625313059304 394852205463861270216100117470264951403502701296 Total Volume 7.188.8401.439.858.8037.944.317.8035.251.9130 % App. Total PHF.488.854.688.000.898.375.614.756.000.885.862.680.653.000.733.642.833.438.000.682.820 N/S: South RoadFile Name: 123082 P QSFDJTJPO E/W: Loomis Street/ Railroad AvenueSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 06:00 AM00000010000013005 06:15 AM00100010000000002 06:30 AM01000020010010005 06:45 AM001010100110333014 Total012010500210563026 07:00 AM100012003100256021 07:15 AM201002002210120013 400014000210040016 07:30 AM 07:45 AM02000000111003008 Total7210280066303146058 08:00 AM001012003040421018 08:15 AM011014101300110014 08:30 AM231000300010000010 08:45 AM01000120110010007 Total253027605450631049 Grand Total98605151101112901423100133 Apprch %39.134.826.1016.148.435.5034.437.528.1029.848.921.30 Total %6.864.503.811.38.308.396.8010.517.37.50 South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:45 AM 06:45 AM0010110102011023330914 07:00 AM10001120033100425601321 07:15 AM2010302002221051200313 07:30 AM4000414005021030400416 70209381012563014614902964 Total Volume 77.8022.202566.78.3035.742.921.4020.748.3310 % App. Total PHF.438.000.500.000.563.750.500.250.000.600.417.750.750.000.700.500.700.375.000.558.762 N/S: South RoadFile Name: 123082 P QSFDJTJPO E/W: Loomis Street/ Railroad AvenueSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsInt. Total 06:00 AM00000000000300003 06:15 AM000000010403000210 06:30 AM00000000000300003 06:45 AM00000000000000000 Total000000010409000216 07:00 AM00000000001200003 07:15 AM00020000000200004 00000000000000000 07:30 AM 07:45 AM00000000000000000 Total00020000001400007 08:00 AM00000000000100001 08:15 AM00000002000100003 08:30 AM00000000000000000 08:45 AM00010000000000001 Total00010002000200005 Grand Total0003000304115000228 Apprch %000100000100020575000100 Total %00010.700010.7014.33.653.60007.1 South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West RightThruLeftPedsRightThruLeftPeds Start TimeRightThruLeftPeds RightThruLeftPeds Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM000000000000033000003 06:15 AM0000000011040370002210 06:30 AM000000000000033000003 06:45 AM000000000000000000000 00000000110409130002216 Total Volume 0000000100030.8069.2000100 % App. Total PHF.000.000.000.000.000.000.000.000.250.250.000.250.000.750.464.000.000.000.250.250.400 N/S: South RoadFile Name: 123082 P QSFDJTJPO E/W: Loomis Street/ Railroad AvenueSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM14103201190371905620281806614368058299 07:30 AM2411780149334290662945190933746200103411 07:45 AM21448015417370452527806020364060319 08:00 AM512360134116420593222906329334066322 4548724055659412702261061225402821001513602871351 Total Volume 8.187.64.302.241.656.2037.643.319.1034.852.612.50 % App. Total PHF.469.845.750.000.903.417.635.756.000.856.828.678.711.000.758.676.821.450.000.697.822 Cars394852205463861270216100117470264951403502701296 % Cars86.799.691.7098.260.091.5100095.694.395.987.0093.695.092.797.2094.195.9 622010280010657018511101755 Heavy Vehicles 13.30.48.301.840.08.5004.45.74.113.006.45.07.32.805.94.1 % Heavy Vehicles South Road OutInTotal 155 546 701 8 10 18 163719 556 39485220 6220 45487240 RightThruLeftU-Turn Peak Hour Data 172 270 442 21 17 38 193 480 Total 1 3536 Left Right Railroad Avenue Out 281 507 262 216 478 14011151 523 19 10 29 Thru 287 North Loomis Street Thru In Peak Hour Begins at 07:15 AM 100 9486 Right 5 95 8 In 226 Cars Left 127127 Out Heavy Vehicles U-Turn 000 0 Total U-Turn 000 LeftThruRightU-Turn 47117100 0 7560 54122106 0 707 264 971 7 18 25 714 996 282 OutInTotal South Road N/S: Massachusetts Avenu/ Cranberry HillFile Name: 123082 BB QSFDJTJPO E/W: Marrett Road (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM3127603396160373404142190463 03:15 PM361056047116230269000121260470 03:30 PM402670691461504913401103270536 03:45 PM34865046152110256202107360494 Total14122264019551065013731100747310801963 04:00 PM32376066178100209300103340534 04:15 PM4146405814880197400105310489 486106043159120227502111270548 04:30 PM 04:45 PM455104050125110149701112420525 Total1661835002176104107532190343113402096 05:00 PM431093052163803119402109220556 05:15 PM368780631571003928203113360573 05:30 PM44151030511511201919703114300568 05:45 PM371098052168130268404105370562 Total160433720218639430115741701244112502259 Grand Total4678398606301759149032713746022134536706318 Apprch %30.45.464.2024.869.35.9064.126.9901.377.621.20 Total %7.41.315.601027.82.405.22.20.700.321.35.80 Cars4657897406121728143032113246021130935806187 % Cars99.69498.8097.198.296098.296.4100095.597.397.5097.9 25120183160650013690131 Heavy Vehicles 0.461.202.91.8401.83.6004.52.72.502.1 % Heavy Vehicles Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM43109301465216380223311940542109220133556 05:15 PM36878012263157100230392820693113360152573 05:30 PM4415103016251151120214191970453114300147568 05:45 PM37109801455216813023326840384105370146562 160433720575218639430900115741702061244112505782259 Total Volume 27.87.564.7024.2714.8055.835.98.302.176.321.60 % App. Total PHF.909.717.903.000.887.865.951.827.000.966.737.661.607.000.746.750.967.845.000.951.986 Cars160393690568215631410887112721702011143212405672223 % Cars10090.799.2098.898.698.795.3098.697.497.3100097.691.798.099.2098.198.4 043073820133200519101136 Heavy Vehicles 09.30.801.21.41.34.701.42.62.7002.48.32.00.801.91.6 % Heavy Vehicles N/S: Massachusetts Avenu/ Cranberry HillFile Name: 123082 BB QSFDJTJPO E/W: Marrett Road (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM3127303396150373404138180454 03:15 PM35955046113230269000113260455 03:30 PM392660691441304612401100260522 03:45 PM34865043148110256202104350483 Total13921259019150162013430100745510501914 04:00 PM3237306417290208300102320518 04:15 PM4146405714580197400101290479 486105040157120226502108260537 04:30 PM 04:45 PM455104045122110149701111420516 Total1661834602065964007530190342212902050 05:00 PM431091052163803119402107210551 05:15 PM366780611541003828202110360561 05:30 PM44131020511481001918703112300557 05:45 PM371098051166130247404103370554 Total160393690215631410112721701143212402223 Grand Total4657897406121728143032113246021130935806187 Apprch %30.75.164.2024.669.65.8064.326.59.201.277.521.20 Total %7.51.315.709.927.92.305.22.10.700.321.25.80 Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM43109101445216380223311940542107210130551 05:15 PM36678012061154100225382820682110360148561 05:30 PM4413102015951148100209191870443112300145557 05:45 PM37109801455116613023024740354103370144554 160393690568215631410887112721702011143212405672223 Total Volume 28.26.965024.271.14.6055.735.88.501.976.221.90 % App. Total PHF.909.750.904.000.893.881.950.788.000.964.737.643.607.000.739.688.964.838.000.958.991 N/S: Massachusetts Avenu/ Cranberry HillFile Name: 123082 BB QSFDJTJPO E/W: Marrett Road (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM00300010000004109 03:15 PM111013000000080015 03:30 PM101002203100031014 03:45 PM000034000000031011 Total2150493031000183049 04:00 PM003026100100012016 04:15 PM000013000000042010 001032000100031011 04:30 PM 04:45 PM00005300000001009 Total00401114100200095046 05:00 PM00200000000002105 05:15 PM020023001000130012 05:30 PM021003200100020011 05:45 PM00001200210002008 Total043038203200191036 Grand Total25120183160650013690131 Apprch %10.526.363.2032.756.410.9054.545.5002.278.319.60 Total %1.53.89.2013.723.74.604.63.8000.827.56.90 Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM1110313004000000800815 03:30 PM1010202204310040310414 03:45 PM0000034007000000310411 04:00 PM0030326109010010120316 21508615302432005015401956 Total Volume 2512.562.502562.512.50604000078.921.10 % App. Total PHF.500.250.417.000.667.500.625.375.000.667.250.500.000.000.313.000.469.500.000.594.875 N/S: Massachusetts Avenu/ Cranberry HillFile Name: 123082 BB QSFDJTJPO E/W: Marrett Road (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsInt. Total 03:00 PM00000000000200002 03:15 PM00000000000000000 03:30 PM00000000000000000 03:45 PM00000000000000000 Total00000000000200002 04:00 PM00000000000000000 04:15 PM00000000000000000 00000000000000000 04:30 PM 04:45 PM00000000000000000 Total00000000000000000 05:00 PM00000000000000000 05:15 PM00000000000000000 05:30 PM00000000000000000 05:45 PM00000000000000000 Total00000000000000000 Grand Total00000000000200002 Apprch %000000000001000000 Total %000000000001000000 Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West RightThruLeftPedsRightThruLeftPeds Start TimeRightThruLeftPeds RightThruLeftPeds Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM000000000000022000002 03:15 PM000000000000000000000 03:30 PM000000000000000000000 03:45 PM000000000000000000000 000000000000022000002 Total Volume 000000000001000000 % App. Total PHF.000.000.000.000.000.000.000.000.000.000.000.000.000.250.250.000.000.000.000.000.250 N/S: Massachusetts Avenu/ Cranberry HillFile Name: 123082 BB QSFDJTJPO E/W: Marrett Road (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Massachusetts AvenueMarrett Road (Route 2A)Cranberry HillMarrett Road (Route 2A) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM43109301465216380223311940542109220133556 05:15 PM36878012263157100230392820693113360152573 05:30 PM4415103016251151120214191970453114300147568 05:45 PM37109801455216813023326840384105370146562 160433720575218639430900115741702061244112505782259 Total Volume 27.87.564.7024.2714.8055.835.98.302.176.321.60 % App. Total PHF.909.717.903.000.887.865.951.827.000.966.737.661.607.000.746.750.967.845.000.951.986 Cars160393690568215631410887112721702011143212405672223 % Cars10090.799.2098.898.698.795.3098.697.497.3100097.691.798.099.2098.198.4 043073820133200519101136 Heavy Vehicles 09.30.801.21.41.34.701.42.62.7002.48.32.00.801.91.6 % Heavy Vehicles Massachusetts Avenue OutInTotal 411 568 979 6 7 13 417992 575 160 393690 0430 160 433720 RightThruLeftU-Turn Peak Hour Data 808 567 1375 8 11 19 816 1394 Total 1241125 Left Marrett Road (Route 2A) Right Marrett Road (Route 2A) 218215 Out 928 1828 913 887 1800 4329441 3 15 13 28 Thru 578 North Thru In 639631 Peak Hour Begins at 05:00 PM Right 1 1112 8 In 900 Cars Left Out Heavy Vehicles 43 41 U-Turn 000 2 Total U-Turn 000 LeftThruRightU-Turn 1772112 0 0230 1774115 0 91 201 292 7 5 12 98 304 206 OutInTotal Cranberry Hill N: Old Massachusetts AvenueFile Name: 123082 CC QSFDJTJPO E/W: Marrett Road (Route 2A)/ Mass AveSite Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM171021240162110317 03:15 PM154031521140160331 03:30 PM340021860135160373 03:45 PM242041840141140369 Total90701164615785701390 04:00 PM440022090135150405 04:15 PM411011910138120384 497012060133140410 04:30 PM 04:45 PM47801184014680394 Total181160579005524901593 05:00 PM43704196012670383 05:15 PM3819021820130100381 05:30 PM4923012100129150427 05:45 PM431301204013260399 Total173620879205173801590 Grand Total4448502422281164714404573 Apprch %83.916.101.198.909280 Total %9.71.900.548.70363.10 Cars4427902321981160813804489 % Cars99.592.9095.898.710097.695.8098.2 Heavy Vehicles2601300396084 % Heavy Vehicles0.57.104.21.302.44.201.8 Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM44004422090211135150150405 04:15 PM41104211910192138120150384 04:30 PM49705612060207133140147410 04:45 PM4780551184018514680154394 Total Volume181160197579007955524906011593 % App. Total91.98.100.699.4091.88.20 PHF.923.500.000.879.625.945.000.942.945.817.000.976.971 Cars181150196577607815404705871564 % Cars10093.8099.510098.2098.297.895.9097.798.2 010101401412201429 Heavy Vehicles 06.300.501.801.82.24.102.31.8 % Heavy Vehicles N: Old Massachusetts AvenueFile Name: 123082 CC QSFDJTJPO E/W: Marrett Road (Route 2A)/ Mass AveSite Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM171021240157110312 03:15 PM153031481133150318 03:30 PM330021840131160366 03:45 PM232041800137120358 Total88601163615585401354 04:00 PM440022030133150397 04:15 PM411011890132110375 496012020130140402 04:30 PM 04:45 PM47801182014570390 Total181150577605404701564 05:00 PM43603196012470379 05:15 PM3817021800128100375 05:30 PM4923012080127140422 05:45 PM431201202013160395 Total173580778605103701571 Grand Total4427902321981160813804489 Apprch %84.815.20198.9092.17.90 Total %9.81.800.549035.83.10 Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM4360493196019912470131379 05:15 PM381705521800182128100138375 05:30 PM492307212080209127140141422 05:45 PM43120551202020313160137395 Total Volume173580231778607935103705471571 % App. Total74.925.100.999.1093.26.80 PHF.883.630.000.802.583.945.000.949.973.661.000.970.931 N: Old Massachusetts AvenueFile Name: 123082 CC QSFDJTJPO E/W: Marrett Road (Route 2A)/ Mass AveSite Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM0000005005 03:15 PM01004071013 03:30 PM1000204007 03:45 PM10004042011 Total2100100203036 04:00 PM0000602008 04:15 PM0000206109 0100403008 04:30 PM 04:45 PM0000201104 Total0100140122029 05:00 PM0101002004 05:15 PM0200202006 05:30 PM0000202105 05:45 PM0100201004 Total04016071019 Grand Total2601300396084 Apprch %257503.296.8086.713.30 Total %2.47.101.235.7046.47.10 Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM01010404710813 03:30 PM1001020240047 03:45 PM10010404420611 04:00 PM0000060620028 Total Volume210301601617302039 % App. Total66.733.300100085150 PHF.500.250.000.750.000.667.000.667.607.375.000.625.750 N: Old Massachusetts AvenueFile Name: 123082 CC QSFDJTJPO E/W: Marrett Road (Route 2A)/ Mass AveSite Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftPedsRightThruPedsThruLeftPedsInt. Total 03:00 PM0010000001 03:15 PM0000000000 03:30 PM0000000000 03:45 PM0000100001 Total0010100002 04:00 PM0000000000 04:15 PM0000000000 0000000000 04:30 PM 04:45 PM1000000001 Total1000000001 05:00 PM0000000000 05:15 PM0000000000 05:30 PM0000000000 05:45 PM0000000000 Total0000000000 Grand Total1010100003 Apprch %5005001000000 Total %33.3033.3033.30000 Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftPedsApp. TotalRightThruPedsApp. TotalThruLeftPedsApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM0011000000001 03:15 PM0000000000000 03:30 PM0000000000000 03:45 PM0000010100001 Total Volume0011010100002 % App. Total0010001000000 PHF.000.000.250.250.000.250.000.250.000.000.000.000.500 N: Old Massachusetts AvenueFile Name: 123082 CC QSFDJTJPO E/W: Marrett Road (Route 2A)/ Mass AveSite Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Old Massachusetts AvenueMarrett Road (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM44004422090211135150150405 04:15 PM41104211910192138120150384 04:30 PM49705612060207133140147410 04:45 PM4780551184018514680154394 Total Volume181160197579007955524906011593 % App. Total91.98.100.699.4091.88.20 PHF.923.500.000.879.625.945.000.942.945.817.000.976.971 Cars 181150196577607815404705871564 % Cars10093.8099.510098.2098.297.895.9097.798.2 Heavy Vehicles010101401412201429 06.300.501.801.82.24.102.31.8 % Heavy Vehicles Old Massachusetts Avenue OutInTotal 52 196 248 2 1 3 54 197251 181150 010 181160 RightLeftU-Turn Massachusetts Avenue (Route 2A) Peak Hour Data 14 14 28 957 587 1544 971 1572 Total 2 4749 Left Marrett Road (Route 2A) Out 568 1363 555 781 1336 Right 13 14 27 601 North 54012552 505 Thru In Peak Hour Begins at 04:00 PM Thru In 790776 795 14 U-TurnCars 000 Out Heavy Vehicles U-Turn Total 000 N: Marrett Street (Airport Road)File Name: 123082 DD QSFDJTJPO E/W: Massachusetts Avenue (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM0000141117200314 03:15 PM0101166015800326 03:30 PM0001214014900364 03:45 PM0100212015600369 Total02027331635001373 04:00 PM1200249213901394 04:15 PM0002229015100382 0100255014900405 04:30 PM 04:45 PM0000231115000382 Total13029643589011563 05:00 PM0000238013600374 05:15 PM0000208014000348 05:30 PM0000254314500402 05:45 PM0001252113600390 Total00019524557001514 Grand Total1505264981781014450 Apprch %16.783.300.299.50.399.900.1 Total %00.100.159.50.24000 Cars1505261981739014378 % Cars100100010098.910097.6010098.4 Heavy Vehicles0000300420072 % Heavy Vehicles00001.102.4001.6 Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM12030249225113901140394 04:15 PM00002229023115100151382 04:30 PM01010255025514900149405 04:45 PM00000231123215000150382 Total Volume130429643969589015901563 % App. Total257500.299.50.399.800.2 PHF.250.375.000.333.250.945.375.950.975.000.250.977.965 Cars130429523957575015761537 % Cars100100010010098.810098.897.6010097.698.3 000001201214001426 Heavy Vehicles 000001.201.22.4002.41.7 % Heavy Vehicles N: Marrett Street (Airport Road)File Name: 123082 DD QSFDJTJPO E/W: Massachusetts Avenue (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM0000141116700309 03:15 PM0101163015300318 03:30 PM0001210014400355 03:45 PM0100207015100359 Total02027211615001341 04:00 PM1200244213601386 04:15 PM0002227014500374 0100252014600399 04:30 PM 04:45 PM0000229114800378 Total13029523575011537 05:00 PM0000238013400372 05:15 PM0000206013800344 05:30 PM0000252314200397 05:45 PM0001250113500387 Total00019464549001500 Grand Total1505261981739014378 Apprch %16.783.300.299.50.399.900.1 Total %00.100.159.80.239.700 Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM12030244224613601137386 04:15 PM00002227022914500145374 04:30 PM01010252025214600146399 04:45 PM00000229123014800148378 Total Volume130429523957575015761537 % App. Total257500.299.50.399.800.2 PHF.250.375.000.333.250.944.375.949.971.000.250.973.963 N: Marrett Street (Airport Road)File Name: 123082 DD QSFDJTJPO E/W: Massachusetts Avenue (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM0000005005 03:15 PM0000305008 03:30 PM0000405009 03:45 PM00005050010 Total0000120200032 04:00 PM0000503008 04:15 PM0000206008 0000303006 04:30 PM 04:45 PM0000202004 Total0000120140026 05:00 PM0000002002 05:15 PM0000202004 05:30 PM0000203005 05:45 PM0000201003 Total00006080014 Grand Total0000300420072 Apprch %0000100010000 Total %000041.7058.300 Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM0000030350058 03:30 PM0000040450059 03:45 PM00000505500510 04:00 PM0000050530038 Total Volume000001701718001835 % App. Total0000100010000 PHF.000.000.000.000.000.850.000.850.900.000.000.900.875 N: Marrett Street (Airport Road)File Name: 123082 DD QSFDJTJPO E/W: Massachusetts Avenue (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftPedsRightThruPedsThruLeftPedsInt. Total 03:00 PM0000000000 03:15 PM0000000000 03:30 PM0000000000 03:45 PM0000000000 Total0000000000 04:00 PM0000000000 04:15 PM0000000000 0000000000 04:30 PM 04:45 PM0000100001 Total0000100001 05:00 PM0000000000 05:15 PM0000000000 05:30 PM0000000000 05:45 PM0000000000 Total0000000000 Grand Total0000100001 Apprch %00001000000 Total %00001000000 Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftPedsApp. TotalRightThruPedsApp. TotalThruLeftPedsApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM0000000000000 04:15 PM0000000000000 04:30 PM0000000000000 04:45 PM0000010100001 Total Volume0000010100001 % App. Total00001000000 PHF.000.000.000.000.000.250.000.250.000.000.000.000.250 N: Marrett Street (Airport Road)File Name: 123082 DD QSFDJTJPO E/W: Massachusetts Avenue (Route 2A)Site Code: TBA EBUB City, State: Lexington, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Marrett Street (Airport Road)Massachusetts Avenue (Route 2A)Massachusetts Avenue (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM12030249225113901140394 04:15 PM00002229023115100151382 04:30 PM01010255025514900149405 04:45 PM00000231123215000150382 Total Volume130429643969589015901563 % App. Total257500.299.50.399.800.2 PHF.250.375.000.333.250.945.375.950.975.000.250.977.965 Cars 130429523957575015761537 % Cars100100010010098.810098.897.6010097.698.3 Heavy Vehicles000001201214001426 000001.201.22.4002.41.7 % Heavy Vehicles Marrett Street (Airport Road) OutInTotal 2 4 6 0 0 0 2 46 130 000 130 RightLeftU-Turn Massachusetts Avenue (Route 2A) Peak Hour Data 12 14 26 953 576 1529 965 1555 Massachusetts Avenue (Route 2A) Total 000 Left Out 592 1561 578 957 1535 Right 14 12 26 590 North 57514589 202 Thru In Peak Hour Begins at 04:00 PM Thru In 964952 969 12 U-TurnCars 101 Out Heavy Vehicles U-Turn Total 303 N/S: Airport/ Hanscom DriveFile Name: 123082 EE QSFDJTJPO E/W: Vandenburg Gate/ Old Bedford RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM5653022888012615147750284 03:15 PM 2150021554028822116310167 03:30 PM11800044930188110311010235 03:45 PM2110001479022312022500170 Total10109304101314080256021162570856 04:00 PM12220036112017716034800255 04:15 PM01600044117034620029610273 04:30 PM01510072131022430030620313 04:45 PM0720051109025629018620255 Total1605002034690982395011126501096 05:00 PM0160005399026721047300272 05:15 PM090005986024625132100243 05:30 PM0130002385013420039700204 05:45 PM0110002069011219032600170 Total049000155339074198511501700889 Grand Total1121880445911220252672403377681202841 Apprch %4.6923.400.32970.8044.811.942.70.582.514.92.60 Total %0.47.70.300.116.239.508.92.48.40.113.32.40.40 Cars1120980345811100248612363374681202801 % Cars10095.910007599.898.9098.49198.310099.2100100098.6 0900111204640300040 Heavy Vehicles 04.100250.21.101.691.700.80001.4 % Heavy Vehicles Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM01600160441170161346200602961036273 04:30 PM01510160721310203224300563062038313 04:45 PM072090511090160256290601862026255 0160016053990152267210544730050272 05:00 PM 05430570220456067610723100023012421501501113 Total Volume 094.75.30032.567.5046.51043.5082.7143.30 % App. Total PHF.000.844.375.000.891.000.764.870.000.833.787.821.833.000.958.660.875.625.000.750.889 Cars0523055022045006701062199022612421501501101 % Cars096.3100096.5010098.7099.199.191.399.0098.3100100100010098.9 0200200606121040000012 Heavy Vehicles 03.7003.5001.300.90.98.71.001.7000001.1 % Heavy Vehicles N/S: Airport/ Hanscom DriveFile Name: 123082 EE QSFDJTJPO E/W: Vandenburg Gate/ Old Bedford RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM5633022887011514145750276 03:15 PM 2150011454027721115310161 03:30 PM11700044920188110311010233 03:45 PM2100001477022312022500167 Total10105303100310078235821132570837 04:00 PM12220036112016616034800253 04:15 PM01500044115034620029610270 04:30 PM01510072129021430030620310 04:45 PM0620051109025428018620251 Total1585002034650962094011126501084 05:00 PM0160005397026721047300270 05:15 PM090005985024624132100241 05:30 PM0110002385013320039700201 05:45 PM0100002068011219032600168 Total046000155335074188411501700880 Grand Total1120980345811100248612363374681202801 Apprch %4.891.73.500.229.270.7045.311.143.10.582.4152.60 Total %0.47.50.300.116.439.608.92.28.40.113.42.40.40 Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM01500150441150159346200602961036270 04:30 PM01510160721290201214300553062038310 04:45 PM062080511090160254280571862026251 05:00 PM0160016053970150267210544730050270 0523055022045006701062199022612421501501101 Total Volume 094.55.50032.867.2046.99.343.8082.7143.30 % App. Total PHF.000.813.375.000.859.000.764.872.000.833.779.750.825.000.942.660.875.625.000.750.888 N/S: Airport/ Hanscom DriveFile Name: 123082 EE QSFDJTJPO E/W: Vandenburg Gate/ Old Bedford RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM02000010111020008 03:15 PM 00001100111010006 03:30 PM01000010000000002 03:45 PM01000020000000003 Total040011402220300019 04:00 PM00000000110000002 04:15 PM01000020000000003 04:30 PM00000020100000003 04:45 PM01000000021000004 Total020000402310000012 05:00 PM00000020000000002 05:15 PM00000010001000002 05:30 PM02000000010000003 05:45 PM01000010000000002 Total03000040011000009 Grand Total0900111204640300040 Apprch %0100007.17.185.7028.642.928.60100000 Total %022.5002.52.530010151007.5000 Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM020020010111103200028 03:15 PM000001100211103100016 03:30 PM010010010100000000002 03:45 PM010010020200000000003 0400411406222063000319 Total Volume 01000016.716.766.7033.333.333.30100000 % App. Total PHF.000.500.000.000.500.250.250.500.000.750.500.500.500.000.500.375.000.000.000.375.594 N/S: Airport/ Hanscom DriveFile Name: 123082 EE QSFDJTJPO E/W: Vandenburg Gate/ Old Bedford RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East Start TimeRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsInt. Total 03:00 PM00000000000000000 03:15 PM 00000000000000000 03:30 PM00000000000000000 03:45 PM00000000000000000 Total00000000000000000 04:00 PM00000000000000000 04:15 PM00000000000000000 04:30 PM00000000000000000 04:45 PM00000000000000000 Total00000000000000000 05:00 PM00000010000000001 05:15 PM00000000000000000 05:30 PM00000000000000000 05:45 PM00000000000000000 Total00000010000000001 Grand Total00000010000000001 Apprch %000000100000000000 Total %000000100000000000 Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East RightThruLeftPedsRightThruLeftPeds Start TimeRightThruLeftPeds RightThruLeftPeds Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM000000000000000000000 04:30 PM000000000000000000000 04:45 PM000000000000000000000 05:00 PM000000010100000000001 000000010100000000001 Total Volume 000000100000000000 % App. Total PHF.000.000.000.000.000.000.000.250.000.250.000.000.000.000.000.000.000.000.000.000.250 N/S: Airport/ Hanscom DriveFile Name: 123082 EE QSFDJTJPO E/W: Vandenburg Gate/ Old Bedford RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Old Bedford Road (Vandenburg Hanscom Drive (Airport)Hanscom DriveOld Bedford Road Gate) From NorthFrom SouthFrom West From East RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM01600160441170161346200602961036273 04:30 PM01510160721310203224300563062038313 04:45 PM072090511090160256290601862026255 05:00 PM0160016053990152267210544730050272 05430570220456067610723100023012421501501113 Total Volume 094.75.30032.567.5046.51043.5082.7143.30 % App. Total PHF.000.844.375.000.891.000.764.870.000.833.787.821.833.000.958.660.875.625.000.750.889 Cars0523055022045006701062199022612421501501101 % Cars096.3100096.5010098.7099.199.191.399.0098.3100100100010098.9 0200200606121040000012 Heavy Vehicles 03.7003.5001.300.90.98.71.001.7000001.1 % Heavy Vehicles Hanscom Drive (Airport) OutInTotal 26 55 81 2 2 4 28 5785 05230 0200 05430 RightThruLeftU-Turn Peak Hour Data Old Bedford Road (Vandenburg Gate) 319 150 469 1 0 1 320 470 Total 505 Left Right Old Bedford Road Out 131 807 130 670 800 0 2121 000 Thru 150 North 1 6 7 Thru In 220220 Peak Hour Begins at 04:15 PM 124 124 Right 0 0 In 676 Cars Left 456 450 Out Heavy Vehicles U-Turn 000 6 Total U-Turn 000 LeftThruRightU-Turn 9921106 0 1210 100 23107 0 626 226 852 8 4 12 634 864 230 OutInTotal Hanscom Drive N: Hanscom DriveFile Name: 123082 FF QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM13892033114076110464 03:15 PM52650331260107280411 03:30 PM6954027193099110453 03:45 PM6261026197079200445 Total321272011963003617001773 04:00 PM8469025203079230483 04:15 PM9664039201083250508 10473033187077200494 04:30 PM 04:45 PM8152053208085240503 Total365258015079903249201988 05:00 PM8954033214080180488 05:15 PM8566047189070170474 05:30 PM7862032209090140485 05:45 PM4947030229086210462 Total301229014284103267001909 Grand Total987759041122700101123205670 Apprch %56.543.5015.384.7081.318.70 Total %17.413.407.240017.84.10 Cars97574204002244098422705572 % Cars98.897.8097.398.9097.397.8098.3 Heavy Vehicles1217011260275098 % Heavy Vehicles1.22.202.71.102.72.201.7 Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM9664016039201024083250108508 04:30 PM1047301773318702207720097494 04:45 PM8152013353208026185240109503 05:00 PM895401433321402478018098488 Total Volume370243061315881009683258704121993 % App. Total60.439.6016.383.7078.921.10 PHF.889.832.000.866.745.946.000.927.956.870.000.945.981 Cars367240060715680309593148604001966 % Cars99.298.8099.098.799.1099.196.698.9097.198.6 3306270911101227 Heavy Vehicles 0.81.201.01.30.900.93.41.102.91.4 % Heavy Vehicles N: Hanscom DriveFile Name: 123082 FF QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM1348803211407590452 03:15 PM49640321240102260397 03:30 PM6952027186096110441 03:45 PM6259026194076200437 Total314263011761803496601727 04:00 PM8369022198077230472 04:15 PM9463039199077250497 10472033185075190488 04:30 PM 04:45 PM8051051205084240495 Total361255014578703139101952 05:00 PM8954033214078180486 05:15 PM8564047188070170471 05:30 PM7860030208088140478 05:45 PM4846028229086210458 Total300224013883903227001893 Grand Total97574204002244098422705572 Apprch %56.843.2015.184.9081.318.70 Total %17.513.307.240.3017.74.10 Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM9463015739199023877250102497 04:30 PM1047201763318502187519094488 04:45 PM8051013151205025684240108495 05:00 PM895401433321402477818096486 Total Volume367240060715680309593148604001966 % App. Total60.539.5016.383.7078.521.50 PHF.882.833.000.862.765.938.000.937.935.860.000.926.989 N: Hanscom DriveFile Name: 123082 FF QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM44010012012 03:15 PM31012052014 03:30 PM02007030012 03:45 PM0200303008 Total7902120124046 04:00 PM10035020011 04:15 PM21002060011 0100202106 04:30 PM 04:45 PM1102301008 Total4305120111036 05:00 PM0000002002 05:15 PM0200100003 05:30 PM0202102007 05:45 PM1102000004 Total15042040016 Grand Total1217011260275098 Apprch %41.458.6029.770.3084.415.60 Total %12.217.3011.226.5027.65.10 Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM44081001120312 03:15 PM31041203520714 03:30 PM02020707300312 03:45 PM0202030330038 Total Volume7901621201412401646 % App. Total43.856.2014.385.7075250 PHF.438.563.000.500.500.429.000.500.600.500.000.571.821 N: Hanscom DriveFile Name: 123082 FF QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftPedsRightThruPedsThruLeftPedsInt. Total 03:00 PM0000000000 03:15 PM0000000000 03:30 PM0000000000 03:45 PM0000000000 Total0000000000 04:00 PM0000100001 04:15 PM0000000000 0000000000 04:30 PM 04:45 PM0000100001 Total0000200002 05:00 PM0000000000 05:15 PM1000000001 05:30 PM0000100001 05:45 PM0000000000 Total1000100002 Grand Total1000300004 Apprch %1000001000000 Total %25000750000 Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftPedsApp. TotalRightThruPedsApp. TotalThruLeftPedsApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM0000010100001 05:00 PM0000000000000 05:15 PM1001000000001 05:30 PM0000010100001 Total Volume1001020200003 % App. Total1000001000000 PHF.250.000.000.250.000.500.000.500.000.000.000.000.750 N: Hanscom DriveFile Name: 123082 FF QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Hanscom DriveNorth Great Road (Route 2A)North Great Road (Route 2A) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM9664016039201024083250108508 04:30 PM1047301773318702207720097494 04:45 PM8152013353208026185240109503 05:00 PM895401433321402478018098488 Total Volume370243061315881009683258704121993 % App. Total60.439.6016.383.7078.921.10 PHF.889.832.000.866.745.946.000.927.956.870.000.945.981 Cars 367240060715680309593148604001966 % Cars99.298.8099.098.799.1099.196.698.9097.198.6 Heavy Vehicles3306270911101227 0.81.201.01.30.900.93.41.102.91.4 % Heavy Vehicles Hanscom Drive OutInTotal 242 607 849 3 6 9 245 613858 367240 0 330 370243 0 RightLeftU-Turn Peak Hour Data North Great Road (Route 2A) 1170 400 1570 10 12 22 1180 1592 Total North Great Road (Route 2A) 1 8687 Left Out 568 1536 554 959 1513 Right 14 9 23 412 North 158156 31411325 2 Thru In Peak Hour Begins at 04:15 PM Thru In 810803 968 U-TurnCars 000 7 Out Heavy Vehicles U-Turn Total 000 S: Bedford RoadFile Name: 123082 GG QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 03:00 PM156721716906620338 03:15 PM1592423014010890328 03:30 PM201530171708910387 03:45 PM192660331705720385 Total70821519965702931401438 04:00 PM2017402532012730417 04:15 PM2128602530015860454 190960243106680415 04:30 PM 04:45 PM214670232708850424 Total81732309712004131201710 05:00 PM2001001222508730429 05:15 PM1918601131010770406 05:30 PM2018701728021830437 05:45 PM205720263207810423 Total79734517611604631401695 Grand Total232288320269293011694004843 Apprch %7227.40.647.952.1011890 Total %47.918.20.45.6602.419.40 Cars229388020262292011391104771 % Cars98.899.710097.499.7097.496.9098.5 Heavy Vehicles2930710329072 % Heavy Vehicles1.20.302.60.302.63.101.5 North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM212860298253005515860101454 04:30 PM1909602862431055668074415 04:45 PM2146702812327050885093424 05:00 PM20010013012225047873081429 Total Volume816349111669411302073731203491722 % App. Total7029.90.145.454.6010.689.40 PHF.953.873.250.968.940.911.000.941.617.907.000.864.948 Cars806349111569111302043630403401700 % Cars98.810010099.196.8100098.697.397.4097.498.7 1000103003180922 Heavy Vehicles 1.2000.93.2001.42.72.602.61.3 % Heavy Vehicles S: Bedford RoadFile Name: 123082 GG QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 03:00 PM153711715906560327 03:15 PM156232281409840316 03:30 PM199520171708880381 03:45 PM189660321604690376 Total69721219925602729701400 04:00 PM1967402532012710410 04:15 PM2078602330015820443 189960233105670411 04:30 PM 04:45 PM210670232708840419 Total80232309412004030401683 05:00 PM2001001222508710427 05:15 PM1908601131010770405 05:30 PM2008701728021810434 05:45 PM204720263207810422 Total79434517611604631001688 Grand Total229388020262292011391104771 Apprch %71.827.60.647.352.7011890 Total %48.118.40.45.56.102.419.10 North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM20786029323300531582097443 04:30 PM1899602852331054567072411 04:45 PM2106702772327050884092419 05:00 PM20010013012225047871079427 Total Volume806349111569111302043630403401700 % App. Total69.730.20.144.655.4010.689.40 PHF.960.873.250.960.989.911.000.944.600.905.000.876.959 S: Bedford RoadFile Name: 123082 GG QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 03:00 PM31010006011 03:15 PM31020015012 03:30 PM2100000306 03:45 PM3001101309 Total1130410217038 04:00 PM5000000207 04:15 PM50020004011 1001001104 04:30 PM 04:45 PM4000000105 Total150030018027 05:00 PM0000000202 05:15 PM1000000001 05:30 PM1000000203 05:45 PM1000000001 Total3000000407 Grand Total2930710329072 Apprch %90.69.4087.512.509.490.60 Total %40.34.209.71.404.240.30 North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM31041001060611 03:15 PM31042002150612 03:30 PM2103000003036 03:45 PM3003110213049 Total Volume113014410521701938 % App. Total78.621.408020010.589.50 PHF.917.750.000.875.500.250.000.625.500.708.000.792.792 S: Bedford RoadFile Name: 123082 GG QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftPedsRightLeftPedsRightThruPedsInt. Total 03:00 PM0000000000 03:15 PM1000000001 03:30 PM3000000003 03:45 PM0000100001 Total4000100005 04:00 PM1000000001 04:15 PM0000000000 0000000000 04:30 PM 04:45 PM0100000001 Total1100000002 05:00 PM0000000000 05:15 PM0100000001 05:30 PM0000000000 05:45 PM0000000000 Total0100000001 Grand Total5200100008 Apprch %71.428.6001000000 Total %62.5250012.50000 North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftPedsApp. TotalRightLeftPedsApp. TotalRightThruPedsApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM1001000000001 03:30 PM3003000000003 03:45 PM0000010100001 04:00 PM1001000000001 Total Volume5005010100006 % App. Total1000001000000 PHF.417.000.000.417.000.250.000.250.000.000.000.000.500 S: Bedford RoadFile Name: 123082 GG QSFDJTJPO E/W: North Great Road (Route 2A)Site Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn North Great Road (Route 2A)Bedford RoadNorth Great Road (Route 2A) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM212860298253005515860101454 04:30 PM1909602862431055668074415 04:45 PM2146702812327050885093424 05:00 PM20010013012225047873081429 Total Volume816349111669411302073731203491722 % App. Total7029.90.145.454.6010.689.40 PHF.953.873.250.968.940.911.000.941.617.907.000.864.948 Cars 806349111569111302043630403401700 % Cars98.810010099.196.8100098.697.397.4097.498.7 Heavy Vehicles1000103003180922 1.2000.93.2001.42.72.602.61.3 % Heavy Vehicles Peak Hour Data North Great Road (Route 2A) 10 9 19 919 340 1259 929 1278 Total North Great Road (Route 2A) 3048312 Thru Out 406 1572 395 1156 1551 Thru 11 10 21 349 North 816806 10 Right 36137 In Peak Hour Begins at 04:15 PM Left1166 In 349349 U-TurnCars 000 0 Out Heavy Vehicles U-Turn Total 101 LeftRightU-Turn 11391 0 030 11394 0 385 204 589 1 3 4 386 593 207 OutInTotal Bedford Road N/S: Lexington Road (Rt 2A)/ Brooks RoadFile Name: 123082 HH QSFDJTJPO E/W: N.Great Rd (Rt 2A)/ Bypass RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM302705610610201015220251 03:15 PM202806011530201016600278 03:30 PM503508912320100005500310 03:45 PM602707613810000006020310 Total16011702814827050202233401149 04:00 PM5138010312930210004810331 04:15 PM312809014520230026100337 412509213940000015920327 04:30 PM 04:45 PM412309014330101016430334 Total164114037555612054104232601329 05:00 PM51350113123001000044140336 05:15 PM3035010011500000006150319 05:30 PM5235010612700200015840340 05:45 PM403109814400300026170350 Total173136041750900600032243001345 Grand Total4973670107315471901643096894003823 Apprch %11.61.786.8040.758.60.7069.617.41301.293.45.40 Total %1.30.29.6028.140.50.500.40.10.100.21810 Cars4963590106915201701542086654003754 % Cars10085.797.8099.698.389.5093.810066.7088.996.5100098.2 01804272010101240069 Heavy Vehicles 014.32.200.41.710.506.2033.3011.13.5001.8 % Heavy Vehicles Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM5135041113123002361000104414058336 05:15 PM303503810011500215000000615066319 05:30 PM523504210612700233200021584063340 05:45 PM40310359814400242300032617070350 1731360156417509009266000632243002571345 Total Volume 10.91.987.204555001000001.287.211.70 % App. Total PHF.850.375.971.000.929.923.884.000.000.957.500.000.000.000.500.375.918.536.000.918.961 Cars1731360156417506009236000632203002531338 % Cars100100100010010099.40099.710000010010098.2100098.499.5 000000300300000040047 Heavy Vehicles 0000000.6000.30000001.8001.60.5 % Heavy Vehicles N/S: Lexington Road (Rt 2A)/ Brooks RoadFile Name: 123082 HH QSFDJTJPO E/W: N.Great Rd (Rt 2A)/ Bypass RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM302405610410101004820240 03:15 PM202606011220200016400269 03:30 PM503408812120100005200303 03:45 PM602707513410000005820303 Total16011102794716040101222401115 04:00 PM5138010212520210004410321 04:15 PM312708914020230025800327 412409213840000015820324 04:30 PM 04:45 PM402309014030101016330329 Total163112037354311054104223601301 05:00 PM51350113122001000042140333 05:15 PM3035010011500000006150319 05:30 PM5235010612600200015640337 05:45 PM403109814300300026170349 Total173136041750600600032203001338 Grand Total4963590106915201701542086654003754 Apprch %11.81.486.704158.30.7071.4199.501.193.35.60 Total %1.30.29.6028.540.50.500.40.10.100.217.71.10 Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM5135041113122002351000104214056333 05:15 PM303503810011500215000000615066319 05:30 PM523504210612600232200021564061337 05:45 PM40310359814300241300032617070349 1731360156417506009236000632203002531338 Total Volume 10.91.987.2045.254.8001000001.28711.90 % App. Total PHF.850.375.971.000.929.923.885.000.000.957.500.000.000.000.500.375.902.536.000.904.958 N/S: Lexington Road (Rt 2A)/ Brooks RoadFile Name: 123082 HH QSFDJTJPO E/W: N.Great Rd (Rt 2A)/ Bypass RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM003002001000140011 03:15 PM00200310001002009 03:30 PM00101200000003007 03:45 PM00001400000002007 Total00602111010101110034 04:00 PM000014100000040010 04:15 PM001015000000030010 00100100000001003 04:30 PM 04:45 PM01000300000001005 Total0120213100000090028 05:00 PM00000100000002003 05:15 PM00000000000000000 05:30 PM00000100000002003 05:45 PM00000100000000001 Total00000300000004007 Grand Total01804272010101240069 Apprch %011.188.9012.181.86.1050050049600 Total %01.411.605.839.12.901.401.401.434.800 Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM0030302002100011400511 03:15 PM002020310400101020029 03:30 PM001011200300000030037 03:45 PM000001400500000020027 00606211101410102111001234 Total Volume 00100014.378.67.105005008.391.700 % App. Total PHF.000.000.500.000.500.500.688.250.000.700.250.000.250.000.500.250.688.000.000.600.773 N/S: Lexington Road (Rt 2A)/ Brooks RoadFile Name: 123082 HH QSFDJTJPO E/W: N.Great Rd (Rt 2A)/ Bypass RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsInt. Total 03:00 PM00000000000000000 03:15 PM00000000000000000 03:30 PM00000200000000002 03:45 PM00000000000000000 Total00000200000000002 04:00 PM00000100000000001 04:15 PM00000000000000000 00000000000000000 04:30 PM 04:45 PM00000000000000000 Total00000100000000001 05:00 PM00000000000000000 05:15 PM00000000000000000 05:30 PM00000000000000000 05:45 PM00000000000000000 Total00000000000000000 Grand Total00000300000000003 Apprch %000001000000000000 Total %000001000000000000 Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West RightThruLeftPedsRightThruLeftPeds Start TimeRightThruLeftPeds RightThruLeftPeds Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM000000000000000000000 03:30 PM000000200200000000002 03:45 PM000000000000000000000 04:00 PM000000100100000000001 000000300300000000003 Total Volume 000001000000000000 % App. Total PHF.000.000.000.000.000.000.375.000.000.375.000.000.000.000.000.000.000.000.000.000.375 N/S: Lexington Road (Rt 2A)/ Brooks RoadFile Name: 123082 HH QSFDJTJPO E/W: N.Great Rd (Rt 2A)/ Bypass RoadSite Code: TBA EBUB City, State: Lincoln, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Lexington Road (Route 2A)North Great Road (Route 2A)Brooks RoadBypass Road From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM5135041113123002361000104414058336 05:15 PM303503810011500215000000615066319 05:30 PM523504210612700233200021584063340 05:45 PM40310359814400242300032617070350 1731360156417509009266000632243002571345 Total Volume 10.91.987.204555001000001.287.211.70 % App. Total PHF.850.375.971.000.929.923.884.000.000.957.500.000.000.000.500.375.918.536.000.918.961 Cars1731360156417506009236000632203002531338 % Cars100100100010010099.40099.710000010010098.2100098.499.5 000000300300000040047 Heavy Vehicles 0000000.6000.30000001.8001.60.5 % Heavy Vehicles Lexington Road (Route 2A) OutInTotal 447 156 603 0 0 0 447603 156 1731360 0000 1731360 RightThruLeftU-Turn Peak Hour Data 523 253 776 3 4 7 526 783 Total 0 3030 Left North Great Road (Route 2A) Right 417417 Out Bypass Road 366 1292 362 923 1285 2204224 0 Thru 257 North 4 3 7 Thru In 509506 Peak Hour Begins at 05:00 PM Right 303 3 In 926 Cars Left Out Heavy Vehicles U-Turn 000 000 Total U-Turn 000 LeftThruRightU-Turn 0060 0000 0060 6 6 12 0 0 0 6 12 6 OutInTotal Brooks Road N: Old Bedford RoadFile Name: 123082 II QSFDJTJPO E/W: Lexington RoadSite Code: TBA EBUB City, State: Concord, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM42120848019310160 03:15 PM41901849023320172 03:30 PM421701964027401210 03:45 PM541402764021370217 Total179520722250901401759 04:00 PM551702181023350232 04:15 PM571102677015250211 40913267025260200 04:30 PM 04:45 PM552003360011190198 Total2075711122850741050841 05:00 PM68704680024310256 05:15 PM402003870025270220 05:30 PM481003478019311221 05:45 PM531103664029260219 Total2094801542920971151916 Grand Total5951571338802026136022516 Apprch %7920.80.129.670.4041.957.80.3 Total %23.66.2013.431.9010.414.30.1 Cars5881540336799025435022483 % Cars98.898.1099.499.6097.397.210098.7 Heavy Vehicles731230710033 % Heavy Vehicles1.21.91000.60.402.72.801.3 Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM687075468001262431055256 05:15 PM4020060387001082527052220 05:30 PM4810058347801121931151221 05:45 PM5311064366401002926055219 Total Volume2094802571542920446971151213916 % App. Total81.318.7034.565.5045.5540.5 PHF.768.600.000.857.837.913.000.885.836.927.250.968.895 Cars2074802551542910445971121210910 % Cars99.0100099.210099.7099.810097.410098.699.3 2002010103036 Heavy Vehicles 1.0000.800.300.202.601.40.7 % Heavy Vehicles N: Old Bedford RoadFile Name: 123082 II QSFDJTJPO E/W: Lexington RoadSite Code: TBA EBUB City, State: Concord, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM42110848019310159 03:15 PM40801849022310168 03:30 PM421701964024381205 03:45 PM521402763021370214 Total176500722240861371746 04:00 PM551701981023340229 04:15 PM571102676013240207 40903267024240196 04:30 PM 04:45 PM531903360011190195 Total2055601102840711010827 05:00 PM67704680024300254 05:15 PM402003870025260219 05:30 PM471003477019301218 05:45 PM531103664029260219 Total2074801542910971121910 Grand Total5881540336799025435022483 Apprch %79.220.8029.670.4041.957.80.3 Total %23.76.2013.532.2010.214.10.1 Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM677074468001262430054254 05:15 PM4020060387001082526051219 05:30 PM4710057347701111930150218 05:45 PM5311064366401002926055219 Total Volume2074802551542910445971121210910 % App. Total81.218.8034.665.4046.253.30.5 PHF.772.600.000.861.837.909.000.883.836.933.250.955.896 N: Old Bedford RoadFile Name: 123082 II QSFDJTJPO E/W: Lexington RoadSite Code: TBA EBUB City, State: Concord, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM0100000001 03:15 PM1100001104 03:30 PM0000003205 03:45 PM2000100003 Total32001043013 04:00 PM0002000103 04:15 PM0000102104 0010001204 04:30 PM 04:45 PM2100000003 Total21121034014 05:00 PM1000000102 05:15 PM0000000101 05:30 PM1000100103 05:45 PM0000000000 Total2000100306 Grand Total731230710033 Apprch %63.627.39.14060041.258.80 Total %21.29.136.19.1021.230.30 Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM1102000011024 03:30 PM0000000032055 03:45 PM2002010100003 04:00 PM0000200201013 Total Volume31042103440815 % App. Total7525066.733.3050500 PHF.375.250.000.500.250.250.000.375.333.500.000.400.750 N: Old Bedford RoadFile Name: 123082 II QSFDJTJPO E/W: Lexington RoadSite Code: TBA EBUB City, State: Concord, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftPedsRightThruPedsThruLeftPedsInt. Total 03:00 PM0000000000 03:15 PM0000000000 03:30 PM0000000000 03:45 PM0000000000 Total0000000000 04:00 PM0000000000 04:15 PM0000000000 0000000000 04:30 PM 04:45 PM0000000000 Total0000000000 05:00 PM0000000000 05:15 PM0000000000 05:30 PM0000000000 05:45 PM0000000000 Total0000000000 Grand Total0000000000 Apprch %000000000 Total % Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftPedsApp. TotalRightThruPedsApp. TotalThruLeftPedsApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM0000000000000 03:15 PM0000000000000 03:30 PM0000000000000 03:45 PM0000000000000 Total Volume0000000000000 % App. Total000000000 PHF.000.000.000.000.000.000.000.000.000.000.000.000.000 N: Old Bedford RoadFile Name: 123082 II QSFDJTJPO E/W: Lexington RoadSite Code: TBA EBUB City, State: Concord, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Old Bedford RoadLexington RoadLexington Road From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM687075468001262431055256 05:15 PM4020060387001082527052220 05:30 PM4810058347801121931151221 05:45 PM5311064366401002926055219 Total Volume2094802571542920446971151213916 % App. Total81.318.7034.565.5045.5540.5 PHF.768.600.000.857.837.913.000.885.836.927.250.968.895 Cars 2074802551542910445971121210910 % Cars99.0100099.210099.7099.810097.410098.699.3 Heavy Vehicles2002010103036 1.0000.800.300.202.601.40.7 % Heavy Vehicles Old Bedford Road OutInTotal 266 255 521 3 2 5 269 257526 207480 200 209480 RightLeftU-Turn Peak Hour Data 498 210 708 3 3 6 501 714 Total 1123115 Left Lexington Road Out 145 591 145 445 590 Right Lexington Road 213 North 154154 0 1 1 97097 0 Thru In Peak Hour Begins at 05:00 PM Thru In 292291 446 U-TurnCars 101 1 Out Heavy Vehicles U-Turn Total 000 N/S: Old Bedford RoadFile Name: 123082 JJ QSFDJTJPO E/W: Virginia RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 03:00 PM3050442708310145 03:15 PM2170232508410125 03:30 PM36303423011400147 03:45 PM3670252709540158 Total1232201261020361660575 04:00 PM3730553006560187 04:15 PM3090442806470164 24508026012450192 04:30 PM 04:45 PM3630693905540206 Total1272002481230292020749 05:00 PM34306037010630207 05:15 PM36408430042204220 05:30 PM29505538012480187 05:45 PM3310532418530173 Total1321302521291721844787 Grand Total382550626354113755242111 Apprch %87.412.6063.836.10.119.879.70.6 Total %18.12.6029.716.806.526.10.2 Cars377540626350113154642089 % Cars98.798.2010098.910095.698.910099 Heavy Vehicles51004066022 % Heavy Vehicles1.31.8001.104.41.101 Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM245029802601061245057192 04:45 PM36303969390108554059206 05:00 PM34303760370971063073207 05:15 PM364040843001144220466220 Total Volume1301501452931320425691824255825 % App. Total89.710.3068.931.1027.171.41.6 PHF.903.750.000.906.872.846.000.932.411.722.250.873.938 Cars1291501442931310424671814252820 % Cars99.2100099.310099.2099.897.199.510098.899.4 1001010121035 Heavy Vehicles 0.8000.700.800.22.90.501.20.6 % Heavy Vehicles N/S: Old Bedford RoadFile Name: 123082 JJ QSFDJTJPO E/W: Virginia RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 03:00 PM2850442708310143 03:15 PM1970232508410123 03:30 PM3630342309390144 03:45 PM3670252508540155 Total1192201261000331650565 04:00 PM3720553006530183 04:15 PM3090442806460163 23508026012450191 04:30 PM 04:45 PM3630693805540205 Total1261902481220291980742 05:00 PM3430603709630206 05:15 PM36408430041194218 05:30 PM29505537011480185 05:45 PM3310532418530173 Total1321302521281691834782 Grand Total377540626350113154642089 Apprch %87.512.5064.135.80.119.280.20.6 Total %182.603016.806.326.10.2 Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM235028802601061245057191 04:45 PM36303969380107554059205 05:00 PM3430376037097963072206 05:15 PM364040843001144119464218 Total Volume1291501442931310424671814252820 % App. Total89.610.4069.130.9026.671.81.6 PHF.896.750.000.900.872.862.000.930.409.718.250.875.940 N/S: Old Bedford RoadFile Name: 123082 JJ QSFDJTJPO E/W: Virginia RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 03:00 PM2000000002 03:15 PM2000000002 03:30 PM0000002103 03:45 PM0000201003 Total40002031010 04:00 PM0100000304 04:15 PM0000000101 1000000001 04:30 PM 04:45 PM0000100001 Total1100100407 05:00 PM0000001001 05:15 PM0000001102 05:30 PM0000101002 05:45 PM0000000000 Total0000103105 Grand Total51004066022 Apprch %83.316.700100050500 Total %22.74.50018.2027.327.30 Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM2002000000002 03:30 PM0000000021033 03:45 PM0000020210013 04:00 PM0101000003034 Total Volume21030202340712 % App. Total66.733.300100042.957.10 PHF.250.250.000.375.000.250.000.250.375.333.000.583.750 N/S: Old Bedford RoadFile Name: 123082 JJ QSFDJTJPO E/W: Virginia RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftPedsRightLeftPedsRightThruPedsInt. Total 03:00 PM0000000000 03:15 PM0000000000 03:30 PM0000010001 03:45 PM0000000000 Total0000010001 04:00 PM0000000101 04:15 PM0000000000 0000000000 04:30 PM 04:45 PM0000000000 Total0000000101 05:00 PM0000000000 05:15 PM0000000000 05:30 PM0000000000 05:45 PM0000000000 Total0000000000 Grand Total0000010102 Apprch %0000010001000 Total %00000500500 Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftPedsApp. TotalRightLeftPedsApp. TotalRightThruPedsApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM0000000000000 03:30 PM0000001100001 03:45 PM0000000000000 04:00 PM0000000001011 Total Volume0000001101012 % App. Total0000010001000 PHF.000.000.000.000.000.000.250.250.000.250.000.250.500 N/S: Old Bedford RoadFile Name: 123082 JJ QSFDJTJPO E/W: Virginia RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Old Bedford RoadVirginia RoadOld Bedford Road From NorthFrom EastFrom South Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM245029802601061245057192 04:45 PM36303969390108554059206 05:00 PM34303760370971063073207 05:15 PM364040843001144220466220 Total Volume1301501452931320425691824255825 % App. Total89.710.3068.931.1027.171.41.6 PHF.903.750.000.906.872.846.000.932.411.722.250.873.938 Cars 1291501442931310424671814252820 % Cars99.2100099.310099.2099.897.199.510098.899.4 Heavy Vehicles1001010121035 0.8000.700.800.22.90.501.20.6 % Heavy Vehicles Old Bedford Road OutInTotal 474 144 618 1 1 2 475 145620 129150 100 130150 ThruLeftU-Turn Peak Hour Data Out Right 84 509 82 424 506 North 293293 2 1 3 Virginia Road 0 Peak Hour Begins at 04:30 PM Left In 132131 425 Cars 1 Heavy Vehicles U-Turn Total 000 ThruRightU-Turn 18167 4 120 18269 4 260 252 512 2 3 5 262 517 255 OutInTotal Old Bedford Road S: Old Bedford RoadFile Name: 123082 KK QSFDJTJPO E/W: Bedford Street (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 03:00 PM67270571405420212 03:15 PM69200531006491208 03:30 PM75340531705590243 03:45 PM67370661706670260 Total2781180229580222171923 04:00 PM70350772704510264 04:15 PM99320602805630287 93250715204650310 04:30 PM 04:45 PM107330764909490323 Total369125028415602222801184 05:00 PM114340764605450320 05:15 PM115390796004730370 05:30 PM120330635001600327 05:45 PM94300754002560297 Total443136029319601223401314 Grand Total1090379080641005667913421 Apprch %74.225.8066.333.707.692.30.1 Total %31.911.1023.61201.619.80 Cars1076375080040905566713383 % Cars98.798.9099.399.8098.298.210098.9 Heavy Vehicles1440610112038 % Heavy Vehicles1.31.100.70.201.81.801.1 Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM10733014076490125949058323 05:00 PM11434014876460122545050320 05:15 PM11539015479600139473077370 05:30 PM12033015363500113160061327 Total Volume456139059529420504991922702461340 % App. Total76.623.4058.941.107.792.30 PHF.950.891.000.966.930.854.000.897.528.777.000.799.905 Cars453139059229420404981922202411331 % Cars99.3100099.510099.5099.810097.8098.099.3 3003010105059 Heavy Vehicles 0.7000.500.500.202.202.00.7 % Heavy Vehicles S: Old Bedford RoadFile Name: 123082 KK QSFDJTJPO E/W: Bedford Street (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 03:00 PM64270571404420208 03:15 PM69180531006471204 03:30 PM73340521705590240 03:45 PM66370661706660258 Total2721160228580212141910 04:00 PM69340732704490256 04:15 PM96320592805610281 92240715204650308 04:30 PM 04:45 PM106330764909490322 Total363123027915602222401167 05:00 PM113340764605440318 05:15 PM114390795904730368 05:30 PM120330635001560323 05:45 PM94300754002560297 Total441136029319501222901306 Grand Total1076375080040905566713383 Apprch %74.225.8066.233.807.692.30.1 Total %31.811.1023.612.101.619.70 Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM10633013976490125949058322 05:00 PM11334014776460122544049318 05:15 PM11439015379590138473077368 05:30 PM12033015363500113156057323 Total Volume453139059229420404981922202411331 % App. Total76.523.50594107.992.10 PHF.944.891.000.967.930.864.000.902.528.760.000.782.904 S: Old Bedford RoadFile Name: 123082 KK QSFDJTJPO E/W: Bedford Street (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 03:00 PM3000001004 03:15 PM0200000204 03:30 PM2001000003 03:45 PM1000000102 Total62010013013 04:00 PM1104000208 04:15 PM3001000206 1100000002 04:30 PM 04:45 PM1000000001 Total62050004017 05:00 PM1000000102 05:15 PM1000100002 05:30 PM0000000404 05:45 PM0000000000 Total2000100508 Grand Total1440610112038 Apprch %77.822.2085.714.307.792.30 Total %36.810.5015.82.602.631.60 Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM 03:30 PM2002100100003 03:45 PM1001000001012 04:00 PM1102400402028 04:15 PM3003100102026 Total Volume71086006050519 % App. Total87.512.501000001000 PHF.583.250.000.667.375.000.000.375.000.625.000.625.594 S: Old Bedford RoadFile Name: 123082 KK QSFDJTJPO E/W: Bedford Street (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftPedsRightLeftPedsRightThruPedsInt. Total 03:00 PM0100000001 03:15 PM0000000101 03:30 PM0000000000 03:45 PM0000000000 Total0100000102 04:00 PM0000000000 04:15 PM0000000000 0000000000 04:30 PM 04:45 PM0000000000 Total0000000000 05:00 PM0000000000 05:15 PM0000000000 05:30 PM0000000000 05:45 PM0000000101 Total0000000101 Grand Total0100000203 Apprch %0100000001000 Total %033.30000066.70 Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftPedsApp. TotalRightLeftPedsApp. TotalRightThruPedsApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM0101000000001 03:15 PM0000000001011 03:30 PM0000000000000 03:45 PM0000000000000 Total Volume0101000001012 % App. Total0100000001000 PHF.000.250.000.250.000.000.000.000.000.250.000.250.500 S: Old Bedford RoadFile Name: 123082 KK QSFDJTJPO E/W: Bedford Street (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Bedford Street (Route 62)Old Bedford RoadBedford Street (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM10733014076490125949058323 05:00 PM11434014876460122545050320 05:15 PM11539015479600139473077370 05:30 PM12033015363500113160061327 Total Volume456139059529420504991922702461340 % App. Total76.623.4058.941.107.792.30 PHF.950.891.000.966.930.854.000.897.528.777.000.799.905 Cars 453139059229420404981922202411331 % Cars99.3100099.510099.5099.810097.8098.099.3 Heavy Vehicles3003010105059 0.7000.500.500.202.202.00.7 % Heavy Vehicles Peak Hour Data 657 241 898 4 5 9 661 907 Total Bedford Street (Route 62) 2225227 Bedford Street (Route 62) Thru Out 521 1116 516 592 1108 Thru 246 North 456453 5 3 8 Right 19019 3 In Peak Hour Begins at 04:45 PM Left In 139139 595 U-TurnCars 000 0 Out Heavy Vehicles U-Turn Total 000 LeftRightU-Turn 204294 0 100 205294 0 158 498 656 0 1 1 158 657 499 OutInTotal Old Bedford Road S: Hartwell RoadFile Name: 123082 LL QSFDJTJPO E/W: Concord Road (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 03:00 PM93130231509890242 03:15 PM1003011190221380293 03:30 PM935020220141240278 03:45 PM834013250101190254 Total369250678105547001067 04:00 PM1092012180101250276 04:15 PM1149015320151140299 10312030330281330339 04:30 PM 04:45 PM1118011410171010289 Total4373106812407047301203 05:00 PM1145024480221020315 05:15 PM1425011380151370348 05:30 PM1028022510111110305 05:45 PM1139017350171010292 Total4712707417206545101260 Grand Total12778302093770190139403530 Apprch %93.96.1035.764.3012880 Total %36.22.405.910.705.439.50 Cars12528202063740187136503466 % Cars9898.8098.699.2098.497.9098.2 Heavy Vehicles2510330329064 % Heavy Vehicles21.201.40.801.62.101.8 Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM1031201153033063281330161339 04:45 PM111801191141052171010118289 05:00 PM114501192448072221020124315 05:15 PM142501471138049151370152348 Total Volume4703005007616002368247305551291 % App. Total946032.267.8014.885.20 PHF.827.625.000.850.633.833.000.819.732.863.000.862.927 Cars4653004957516002358247005521282 % Cars98.9100099.098.7100099.610099.4099.599.3 5005100103039 Heavy Vehicles 1.1001.01.3000.400.600.50.7 % Heavy Vehicles S: Hartwell RoadFile Name: 123082 LL QSFDJTJPO E/W: Concord Road (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 03:00 PM91130211409880236 03:15 PM893011170221360278 03:30 PM915020220131110262 03:45 PM824013250101170251 Total353250657805445201027 04:00 PM1082012180101220272 04:15 PM1118015320141120292 10112030330281320336 04:30 PM 04:45 PM1108010410171010287 Total4303006712406946701187 05:00 PM1135024480221020314 05:15 PM1415011380151350345 05:30 PM1028022510101090302 05:45 PM1139017350171000291 Total4692707417206444601252 Grand Total12528202063740187136503466 Apprch %93.96.1035.564.5012880 Total %36.12.405.910.805.439.40 Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM1011201133033063281320160336 04:45 PM110801181041051171010118287 05:00 PM113501182448072221020124314 05:15 PM141501461138049151350150345 Total Volume4653004957516002358247005521282 % App. Total93.96.1031.968.1014.985.10 PHF.824.625.000.848.625.833.000.816.732.870.000.863.929 S: Hartwell RoadFile Name: 123082 LL QSFDJTJPO E/W: Concord Road (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnRightLeftU-TurnRightThruU-TurnInt. Total 03:00 PM2002100106 03:15 PM110002002015 03:30 PM200000113016 03:45 PM1000000203 Total1600230118040 04:00 PM1000000304 04:15 PM3100001207 2000000103 04:30 PM 04:45 PM1001000002 Total71010016016 05:00 PM1000000001 05:15 PM1000000203 05:30 PM0000001203 05:45 PM0000000101 Total2000001508 Grand Total2510330329064 Apprch %96.23.80505009.490.60 Total %39.11.604.74.704.745.30 Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM2002210301016 03:15 PM1100110202020215 03:30 PM2002000011301416 03:45 PM1001000002023 Total Volume160016230511801940 % App. Total10000406005.394.70 PHF.364.000.000.364.250.375.000.417.250.346.000.339.625 S: Hartwell RoadFile Name: 123082 LL QSFDJTJPO E/W: Concord Road (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftPedsRightLeftPedsRightThruPedsInt. Total 03:00 PM1000010002 03:15 PM0000000000 03:30 PM0000000101 03:45 PM0000000000 Total1000010103 04:00 PM0000000000 04:15 PM1000000102 0000000000 04:30 PM 04:45 PM0000000000 Total1000000102 05:00 PM0000000000 05:15 PM0000000000 05:30 PM0000000000 05:45 PM0000000101 Total0000000101 Grand Total2000010306 Apprch %100000010001000 Total %33.3000016.70500 Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftPedsApp. TotalRightLeftPedsApp. TotalRightThruPedsApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM1001001100002 03:15 PM0000000000000 03:30 PM0000000001011 03:45 PM0000000000000 Total Volume1001001101013 % App. Total100000010001000 PHF.250.000.000.250.000.000.250.250.000.250.000.250.375 S: Hartwell RoadFile Name: 123082 LL QSFDJTJPO E/W: Concord Road (Route 62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Concord Road (Route 62)Hartwell RoadConcord Road (Route 62) From EastFrom SouthFrom West Start TimeThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM1031201153033063281330161339 04:45 PM111801191141052171010118289 05:00 PM114501192448072221020124315 05:15 PM142501471138049151370152348 Total Volume4703005007616002368247305551291 % App. Total946032.267.8014.885.20 PHF.827.625.000.850.633.833.000.819.732.863.000.862.927 Cars 4653004957516002358247005521282 % Cars98.9100099.098.7100099.610099.4099.599.3 Heavy Vehicles5005100103039 1.1001.01.3000.400.600.50.7 % Heavy Vehicles Peak Hour Data 625 552 1177 5 3 8 630 1185 Total Concord Road (Route 62) 4703473 Concord Road (Route 62) Thru Out 549 1049 545 495 1040 Thru 555 North 470465 4 5 9 Right 82082 5 In Peak Hour Begins at 04:30 PM Left In 500 30 30 U-TurnCars 000 0 Out Heavy Vehicles U-Turn Total 000 LeftRightU-Turn 16075 0 010 16076 0 112 235 347 0 1 1 112 348 236 OutInTotal Hartwell Road N/S: South RoadFile Name: 123082 MM QSFDJTJPO W: Hartwell RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruU-TurnThruLeftU-TurnRightLeftU-TurnInt. Total 03:00 PM103108015010130159 03:15 PM182507914015130164 03:30 PM1450011613013310237 03:45 PM212801511708200245 Total63134042659046770805 04:00 PM1835014616016150246 04:15 PM1633018917011190285 1730018129016290302 04:30 PM 04:45 PM2437018923013390325 Total7513507058505610201158 05:00 PM1141023728016340367 05:15 PM1829021033017220329 05:30 PM1133022035013190331 05:45 PM252302043807140311 Total6512608711340538901338 Grand Total20339502002278015526803301 Apprch %33.966.1087.812.2036.663.40 Total %6.112060.68.404.78.10 Cars20038601975273015026303247 % Cars98.597.7098.798.2096.898.1098.4 Heavy Vehicles390275055054 % Heavy Vehicles1.52.301.31.803.21.901.6 South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM24370611892302121339052325 05:00 PM11410522372802651634050367 05:15 PM18290472103302431722039329 05:30 PM11330442203502551319032331 Total Volume64140020485611909755911401731352 % App. Total31.468.6087.812.2034.165.90 PHF.667.854.000.836.903.850.000.920.868.731.000.832.921 Cars64139020384611909655911101701338 % Cars10099.3099.598.8100099.010097.4098.399.0 0101100010030314 Heavy Vehicles 00.700.51.2001.002.601.71.0 % Heavy Vehicles N/S: South RoadFile Name: 123082 MM QSFDJTJPO W: Hartwell RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruU-TurnThruLeftU-TurnRightLeftU-TurnInt. Total 03:00 PM9290771509120151 03:15 PM182407812013130158 03:30 PM1449010913012310228 03:45 PM212701491608200241 Total62129041356042760778 04:00 PM1634014416016150241 04:15 PM1632018816011180281 1729018028016290299 04:30 PM 04:45 PM2437018523013380320 Total7313206978305610001141 05:00 PM1141023528016320363 05:15 PM1828020733017220325 05:30 PM1133021935013190330 05:45 PM252302043806140310 Total6512508651340528701328 Grand Total20038601975273015026303247 Apprch %34.165.9087.912.1036.363.70 Total %6.211.9060.88.404.68.10 South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM24370611852302081338051320 05:00 PM11410522352802631632048363 05:15 PM18280462073302401722039325 05:30 PM11330442193502541319032330 Total Volume64139020384611909655911101701338 % App. Total31.568.5087.712.3034.765.30 PHF.667.848.000.832.900.850.000.917.868.730.000.833.921 N/S: South RoadFile Name: 123082 MM QSFDJTJPO W: Hartwell RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruU-TurnThruLeftU-TurnRightLeftU-TurnInt. Total 03:00 PM1203001108 03:15 PM0101202006 03:30 PM0107001009 03:45 PM0102100004 Total150133041027 04:00 PM2102000005 04:15 PM0101100104 0101100003 04:30 PM 04:45 PM0004000105 Total23082002017 05:00 PM0002000204 05:15 PM0103000004 05:30 PM0001000001 05:45 PM0000001001 Total01060012010 Grand Total390275055054 Apprch %2575084.415.6050500 Total %5.616.70509.309.39.30 South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM1203300311028 03:15 PM0101120320026 03:30 PM0101700710019 03:45 PM0101210300004 Total Volume1506133016410527 % App. Total16.783.3081.218.8080200 PHF.250.625.000.500.464.375.000.571.500.250.000.625.750 N/S: South RoadFile Name: 123082 MM QSFDJTJPO W: Hartwell RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruPedsThruLeftPedsRightLeftPedsInt. Total 03:00 PM0000000000 03:15 PM0000000000 03:30 PM0000000011 03:45 PM0000000011 Total0000000022 04:00 PM0000100001 04:15 PM1000000001 0000000101 04:30 PM 04:45 PM0000000000 Total1000100103 05:00 PM0000000000 05:15 PM0000000000 05:30 PM0000000000 05:45 PM0000000000 Total0000000000 Grand Total1000100125 Apprch %1000001000033.366.7 Total %2000020002040 South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruPedsApp. TotalThruLeftPedsApp. TotalRightLeftPedsApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM 03:30 PM0000000000111 03:45 PM0000000000111 04:00 PM0000010100001 04:15 PM1001000000001 Total Volume1001010100224 % App. Total100000100000100 PHF.250.000.000.250.000.250.000.250.000.000.500.5001.00 N/S: South RoadFile Name: 123082 MM QSFDJTJPO W: Hartwell RoadSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn South RoadSouth RoadHartwell Road From NorthFrom SouthFrom West Start TimeRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalRightLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM24370611892302121339052325 05:00 PM11410522372802651634050367 05:15 PM18290472103302431722039329 05:30 PM11330442203502551319032331 Total Volume64140020485611909755911401731352 % App. Total31.468.6087.812.2034.165.90 PHF.667.854.000.836.903.850.000.920.868.731.000.832.921 Cars 64139020384611909655911101701338 % Cars10099.3099.598.8100099.010097.4098.399.0 Heavy Vehicles0101100010030314 00.700.51.2001.002.601.71.0 % Heavy Vehicles South Road OutInTotal 957 203 1160 13 1 14 970 2041174 64139 0 010 64140 0 RightThruU-Turn Peak Hour Data 183 170 353 0 3 3 183 356 Total 1113114 Left Hartwell Road 173 North Right 59059 In Peak Hour Begins at 04:45 PM U-TurnCars 000 Out Heavy Vehicles LeftThruU-Turn 119846 0 010 0 119856 0 198 965 1163 1 10 11 199 1174 975 OutInTotal South Road N: North Road (Route 4/225)File Name: 123082 NN QSFDJTJPO E/W: Great Rd (4/225)/ Concord Rd (62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM4995016073055680500 03:15 PM3770016682088670510 03:30 PM3585016678072690505 03:45 PM3489020361073640524 Total1553390695294028826802039 04:00 PM3480023484046730551 04:15 PM4185024289042740573 4467024669044660536 04:30 PM 04:45 PM3469024689026790543 Total1533010968331015829202203 05:00 PM5278025279027720560 05:15 PM4786025574028780568 05:30 PM44105024967022640551 05:45 PM5475026669026650555 Total19734401022289010327902234 Grand Total50598402685914054983906476 Apprch %33.966.1074.625.4039.660.40 Total %7.815.2041.514.108.5130 Cars49496002652899053482706366 % Cars97.897.6098.898.4097.398.6098.3 Heavy Vehicles112403315015120110 % Heavy Vehicles2.22.401.21.602.71.401.7 North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM527801302527903312772099560 05:15 PM4786013325574032928780106568 05:30 PM4410501492496703162264086551 05:45 PM547501292666903352665091555 Total Volume197344054110222890131110327903822234 % App. Total36.463.607822027730 PHF.912.819.000.908.961.915.000.978.920.894.000.901.983 Cars197337053410172880130510027703772216 % Cars10098.0098.799.599.7099.597.199.3098.799.2 07075106320518 Heavy Vehicles 02.001.30.50.300.52.90.701.30.8 % Heavy Vehicles N: North Road (Route 4/225)File Name: 123082 NN QSFDJTJPO E/W: Great Rd (4/225)/ Concord Rd (62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM4486015670054650475 03:15 PM3669016277086670497 03:30 PM3483016278068640489 03:45 PM3488019660073640515 Total1483260676285028126001976 04:00 PM3277022983045710537 04:15 PM4085023987041740566 4366024669042660532 04:30 PM 04:45 PM3469024587025790539 Total1492970959326015329002174 05:00 PM5275025079027720555 05:15 PM4784025373026780561 05:30 PM44104024967022630549 05:45 PM5474026569025640551 Total19733701017288010027702216 Grand Total49496002652899053482706366 Apprch %3466074.725.3039.260.80 Total %7.815.1041.714.108.4130 North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM527501272507903292772099555 05:15 PM4784013125373032626780104561 05:30 PM4410401482496703162263085549 05:45 PM547401282656903342564089551 Total Volume197337053410172880130510027703772216 % App. Total36.963.1077.922.1026.573.50 PHF.912.810.000.902.959.911.000.977.926.888.000.906.988 N: North Road (Route 4/225)File Name: 123082 NN QSFDJTJPO E/W: Great Rd (4/225)/ Concord Rd (62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftU-TurnRightThruU-TurnThruLeftU-TurnInt. Total 03:00 PM59043013025 03:15 PM11045020013 03:30 PM12040045016 03:45 PM0107100009 Total7130199078063 04:00 PM23051012014 04:15 PM1003201007 1100002004 04:30 PM 04:45 PM0001201004 Total44095052029 05:00 PM0302000005 05:15 PM0202102007 05:30 PM0100000102 05:45 PM0101001104 Total07051032018 Grand Total112403315015120110 Apprch %31.468.6068.831.2055.644.40 Total %1021.803013.6013.610.90 North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM590144307130425 03:15 PM11024509200213 03:30 PM12034004450916 03:45 PM0101710800009 Total Volume7130201990287801563 % App. Total3565067.932.1046.753.30 PHF.350.361.000.357.679.450.000.778.438.400.000.417.630 N: North Road (Route 4/225)File Name: 123082 NN QSFDJTJPO E/W: Great Rd (4/225)/ Concord Rd (62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftPedsRightThruPedsThruLeftPedsInt. Total 03:00 PM0000100001 03:15 PM0000000000 03:30 PM0000000000 03:45 PM0000000000 Total0000100001 04:00 PM0000000000 04:15 PM0001100103 0000000000 04:30 PM 04:45 PM0000000000 Total0001100103 05:00 PM0001000001 05:15 PM0000000000 05:30 PM0010000001 05:45 PM0000000000 Total0011000002 Grand Total0012200106 Apprch %001005050001000 Total %0016.733.333.30016.70 North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftPedsApp. TotalRightThruPedsApp. TotalThruLeftPedsApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM0000110201013 04:30 PM0000000000000 04:45 PM0000000000000 05:00 PM0000100100001 Total Volume0000210301014 % App. Total00066.733.3001000 PHF.000.000.000.000.500.250.000.375.000.250.000.250.333 N: North Road (Route 4/225)File Name: 123082 NN QSFDJTJPO E/W: Great Rd (4/225)/ Concord Rd (62)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn North Road (Route 4/225)Great Road (Route 4/225)Concord Road (Route 62) From NorthFrom EastFrom West Start TimeRightLeftU-TurnApp. TotalRightThruU-TurnApp. TotalThruLeftU-TurnApp. TotalInt. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM527801302527903312772099560 05:15 PM4786013325574032928780106568 05:30 PM4410501492496703162264086551 05:45 PM547501292666903352665091555 Total Volume197344054110222890131110327903822234 % App. Total36.463.607822027730 PHF.912.819.000.908.961.915.000.978.920.894.000.901.983 Cars 197337053410172880130510027703772216 % Cars10098.0098.799.599.7099.597.199.3098.799.2 Heavy Vehicles07075106320518 02.001.30.50.300.52.90.701.30.8 % Heavy Vehicles North Road (Route 4/225) OutInTotal 1294 534 1828 7 7 14 1301 5411842 197337 0 070 197344 0 RightLeftU-Turn Peak Hour Data 485 377 862 1 5 6 486 868 Total Concord Road (Route 62) Great Road (Route 4/225) 2772279 Left Out 447 1758 437 1305 1742 Right 10221017 10 6 16 382 North 1003103 5 Thru In Peak Hour Begins at 05:00 PM Thru 1311 In 289288 U-TurnCars 000 1 Out Heavy Vehicles U-Turn Total 000 N/S: Springs Road/ South RoadFile Name: 123082 OO QSFDJTJPO E/W: Great Road (Route 4/62/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM36111500145101416610915640468 03:15 PM32618041623010175501013990465 03:30 PM35417011600012277408149110498 03:45 PM31516031553014459401113390519 Total13426660862270501052840385773301950 04:00 PM5582803160001744950311780538 04:15 PM604200117310961960712650563 552200317120948930410190517 04:30 PM 04:45 PM641117001770055285099460520 Total23425850768130402053690234382802138 05:00 PM49810031850010378901510070513 05:15 PM573100217300347890811580515 05:30 PM67790317400233870812580523 05:45 PM486110217520444103089660505 Total221244001070720191613680394362902056 Grand Total5897519102520101201094711021010014519006144 Apprch %68.98.822.301.298.20.606.829.463.806.188.45.50 Total %9.61.23.100.432.70.201.87.716.601.623.61.50 Cars586721870241981120109467101309914158906054 % Cars99.59697.909698.6100010099.299.209997.598.9098.5 33401290004801361090 Heavy Vehicles 0.542.1041.40000.80.8012.51.101.5 % Heavy Vehicles Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM558280913160001631744950156311780128538 04:15 PM60420084117310175961960166712650138563 04:30 PM55220077317120176948930150410190114517 04:45 PM64111709201770017755285014299460109520 23425850344768130691402053690614234382804892138 Total Volume 687.324.70198.60.406.533.460.104.789.65.70 % App. Total PHF.914.568.759.000.935.583.962.375.000.976.588.840.961.000.925.639.869.778.000.886.949 Cars23324820339767230682402033660609234302804812111 % Cars99.696.096.5098.510098.7100098.710099.099.2099.210098.2100098.498.7 1130509009023050800827 Heavy Vehicles 0.44.03.501.501.3001.301.00.800.801.8001.61.3 % Heavy Vehicles N/S: Springs Road/ South RoadFile Name: 123082 OO QSFDJTJPO E/W: Great Road (Route 4/62/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM34111500143101416600915140458 03:15 PM3261804156301017550913490453 03:30 PM35417011570012267208144100486 03:45 PM31415031503014459301113190509 Total13225650860670501042800375603201906 04:00 PM5582803157001744930311280528 04:15 PM604190117010960950712450555 551190317020948930410090513 04:30 PM 04:45 PM631116001750055185099460515 Total23324820767230402033660234302802111 05:00 PM4971003184001037880159670506 05:15 PM573100117000347890811180507 05:30 PM67790317400233870812480522 05:45 PM486110217520443103089460502 Total22123400970320191603670394252902037 Grand Total586721870241981120109467101309914158906054 Apprch %69.38.522.101.298.20.606.929.463.806.288.35.60 Total %9.71.23.100.432.70.201.87.716.701.623.41.50 Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM558280913157001601744930154311280123528 04:15 PM60419083117010172960950164712450136555 04:30 PM55119075317020175948930150410090113513 04:45 PM63111609001750017555185014199460109515 23324820339767230682402033660609234302804812111 Total Volume 68.77.124.20198.50.406.633.360.104.889.45.80 % App. Total PHF.925.545.732.000.931.583.960.375.000.974.588.846.963.000.928.639.867.778.000.884.951 N/S: Springs Road/ South RoadFile Name: 123082 OO QSFDJTJPO E/W: Great Road (Route 4/62/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM200002000010050010 03:15 PM000006000000150012 03:30 PM000003000120051012 03:45 PM011005000010020010 Total21100160001401171044 04:00 PM000003000020050010 04:15 PM00100300011002008 01100100000001004 04:30 PM 04:45 PM10100200010000005 Total113009000230080027 05:00 PM01000100001004007 05:15 PM00001300000004008 05:30 PM00000000000001001 05:45 PM00000000010002003 Total0100140001100110019 Grand Total33401290004801361090 Apprch %30304003.396.700033.366.702.694.72.60 Total %3.33.34.401.132.20004.48.901.1401.10 Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM2000202002001010500510 03:15 PM0000006006000001500612 03:30 PM0000003003012030510612 03:45 PM0110205005001010200210 21104016001601405117101944 Total Volume 50252500100000208005.389.55.30 % App. Total PHF.250.250.250.000.500.000.667.000.000.667.000.250.500.000.417.250.850.250.000.792.917 N/S: Springs Road/ South RoadFile Name: 123082 OO QSFDJTJPO E/W: Great Road (Route 4/62/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsInt. Total 03:00 PM00000103000000004 03:15 PM00000002000200004 03:30 PM00000003000000003 03:45 PM00000000000200002 Total000001080004000013 04:00 PM00010001000100014 04:15 PM10010002000100005 00020001000200016 04:30 PM 04:45 PM00000000000100001 Total100400040005000216 05:00 PM00000000000000000 05:15 PM00000101000000002 05:30 PM00000002000000002 05:45 PM00020002000200017 Total000201050002000111 Grand Total10060201700011000340 Apprch %14.30085.7010.5089.5000100000100 Total %2.5001505042.500027.50007.5 Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West RightThruLeftPedsRightThruLeftPeds Start TimeRightThruLeftPeds RightThruLeftPeds Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:45 PM 03:45 PM000000000000022000002 04:00 PM000110001100011000114 04:15 PM100120002200011000005 04:30 PM000220001100022000116 1004500044000660002217 Total Volume 200080000100000100000100 % App. Total PHF.250.000.000.500.625.000.000.000.500.500.000.000.000.750.750.000.000.000.500.500.708 N/S: Springs Road/ South RoadFile Name: 123082 OO QSFDJTJPO E/W: Great Road (Route 4/62/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Springs RoadGreat Road (Route 4/62/225)South RoadGreat Road (Route 4/62/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM558280913160001631744950156311780128538 04:15 PM60420084117310175961960166712650138563 04:30 PM55220077317120176948930150410190114517 04:45 PM64111709201770017755285014299460109520 23425850344768130691402053690614234382804892138 Total Volume 687.324.70198.60.406.533.460.104.789.65.70 % App. Total PHF.914.568.759.000.935.583.962.375.000.976.588.840.961.000.925.639.869.778.000.886.949 Cars23324820339767230682402033660609234302804812111 % Cars99.696.096.5098.510098.7100098.710099.099.2099.210098.2100098.498.7 1130509009023050800827 Heavy Vehicles 0.44.03.501.501.3001.301.00.800.801.8001.61.3 % Heavy Vehicles Springs Road OutInTotal 238 339 577 2 5 7 240584 344 233 24820 1130 234 25850 RightThruLeftU-Turn Peak Hour Data Great Road (Route 4/62/225) 1271 481 1752 13 8 21 1284 1773 Total 0 2828 Left Great Road (Route 4/62/225) Right Out 563 1254 552 682 1234 4308438 707 11 9 20 Thru 489 North Thru In 681672 Peak Hour Begins at 04:00 PM Right 0 2323 9 In 691 Cars Left Out Heavy Vehicles U-Turn 000 303 Total U-Turn 000 LeftThruRightU-Turn 366 20340 0 3200 369 20540 0 50 609 659 1 5 6 51 665 614 OutInTotal South Road N/S: Jughandle/ Hartwell AvenueFile Name: 123082 AA QSFDJTJPO E/W: Bedford Street (Route 4/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM06726002120020409601924000864 03:15 PM07033002060016208702523400817 03:30 PM066330018900199011102421900841 03:45 PM073350017500177013002218600798 Total027612700782007420424090879003320 04:00 PM065320018400192011903617500803 04:15 PM075340021500195010903116400823 068310021020198011803419600857 04:30 PM 04:45 PM096230021600216012103417700883 Total0304120008252080104670135712003366 05:00 PM189240020610220011013417600862 05:15 PM095410021400226011604517900916 05:30 PM183390020200206010304318300860 05:45 PM091290020700198011314817500862 Total2358133008291085004422170713003500 Grand Total293838000243630239301333239523040010186 Apprch %0.271.128.80099.90.1064.2035.80.114.685.400 Total %09.23.70023.90023.5013.103.922.600 Cars290637500238330236101326239122620010011 % Cars10096.698.70097.8100098.7099.51009998.20098.3 03250053003207044200175 Heavy Vehicles 03.41.3002.2001.300.5011.8001.7 % Heavy Vehicles JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM096230119021600216216012103373417700211883 05:00 PM189240114020610207220011013313417600210862 05:15 PM095410136021400214226011603424517900224916 05:30 PM183390123020200202206010303094318300226860 23631270492083810839868045011319156715008713521 Total Volume 0.473.825.80099.90.1065.8034.10.117.982.100 % App. Total PHF.500.945.774.000.904.000.970.250.000.971.960.000.930.250.964.867.977.000.000.963.961 Cars23561270485082910830861044911311156702008583484 % Cars10098.1100098.6098.9100098.999.2099.810099.410098.20098.598.9 070070900970108013001337 Heavy Vehicles 01.9001.401.1001.10.800.200.601.8001.51.1 % Heavy Vehicles N/S: Jughandle/ Hartwell AvenueFile Name: 123082 AA QSFDJTJPO E/W: Bedford Street (Route 4/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM06126002020020009401923500837 03:15 PM06731002020015508702523200799 03:30 PM059330018000194011102421400815 03:45 PM072350016800175012702218000779 Total025912500752007240419090861003230 04:00 PM063310017900192011903317100788 04:15 PM072330021200194010803016100810 065300020720196011803419300845 04:30 PM 04:45 PM094230021400214012003417400873 Total0294117008122079604650131699003316 05:00 PM186240020210218011013417400851 05:15 PM094410021100224011604517500906 05:30 PM182390020200205010304317900854 05:45 PM091290020400194011314817400854 Total2353133008191084104422170702003465 Grand Total290637500238330236101326239122620010011 Apprch %0.270.629.20099.90.1064035.90.114.785.300 Total %09.13.70023.80023.6013.203.922.600 JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM094230117021400214214012003343417400208873 05:00 PM186240111020210203218011013293417400208851 05:15 PM094410135021100211224011603404517500220906 05:30 PM182390122020200202205010303084317900222854 23561270485082910830861044911311156702008583484 Total Volume 0.473.426.20099.90.1065.7034.20.118.281.800 % App. Total PHF.500.947.774.000.898.000.968.250.000.970.961.000.935.250.964.867.980.000.000.966.961 N/S: Jughandle/ Hartwell AvenueFile Name: 123082 AA QSFDJTJPO E/W: Bedford Street (Route 4/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM0600010004020050027 03:15 PM032004007000020018 03:30 PM070009005000050026 03:45 PM010007002030060019 Total0172003000180500180090 04:00 PM021005000000340015 04:15 PM031003001010130013 031003002000030012 04:30 PM 04:45 PM020002002010030010 Total010300130050204130050 05:00 PM030004002000020011 05:15 PM010003002000040010 05:30 PM01000000100004006 05:45 PM00000300400001008 Total05000100090000110035 Grand Total03250053003207044200175 Apprch %086.513.5001000082.1017.908.791.300 Total %018.32.90030.30018.30402.32400 JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM060060100010402060500527 03:15 PM0320504004700070200218 03:30 PM0700709009500050500526 03:45 PM0100107007203050600619 017201903000301805023018001890 Total Volume 089.510.5001000078.3021.70010000 % App. Total PHF.000.607.250.000.679.000.750.000.000.750.643.000.417.000.821.000.750.000.000.750.833 N/S: Jughandle/ Hartwell AvenueFile Name: 123082 AA QSFDJTJPO E/W: Bedford Street (Route 4/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsInt. Total 03:00 PM00000000000000000 03:15 PM00000000000000000 03:30 PM00000000000001001 03:45 PM01000000000000001 Total01000000000001002 04:00 PM00000000000000000 04:15 PM00000000000000000 00010000000000001 04:30 PM 04:45 PM00000100000000001 Total00010100000000002 05:00 PM00000000000100001 05:15 PM00000000000000000 05:30 PM00000000000000000 05:45 PM00010000000000001 Total00010000000100002 Grand Total01020100000101006 Apprch %033.3066.7010000000100010000 Total %016.7033.3016.70000016.7016.700 JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West RightThruLeftPedsRightThruLeftPeds Start TimeRightThruLeftPeds RightThruLeftPeds Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM000000000000000000000 04:30 PM000110000000000000001 04:45 PM000000100100000000001 05:00 PM000000000000011000001 000110100100011000003 Total Volume 0001000100000001000000 % App. Total PHF.000.000.000.250.250.000.250.000.000.250.000.000.000.250.250.000.000.000.000.000.750 N/S: Jughandle/ Hartwell AvenueFile Name: 123082 AA QSFDJTJPO E/W: Bedford Street (Route 4/225)Site Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn JughandleBedford Road (Route 4/225)Hartwell AvenueBedford Road (Route 4/225) From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM096230119021600216216012103373417700211883 05:00 PM189240114020610207220011013313417600210862 05:15 PM095410136021400214226011603424517900224916 05:30 PM183390123020200202206010303094318300226860 23631270492083810839868045011319156715008713521 Total Volume 0.473.825.80099.90.1065.8034.10.117.982.100 % App. Total PHF.500.945.774.000.904.000.970.250.000.971.960.000.930.250.964.867.977.000.000.963.961 Cars23561270485082910830861044911311156702008583484 % Cars10098.1100098.6098.9100098.999.2099.810099.410098.20098.598.9 070070900970108013001337 Heavy Vehicles 01.9001.401.1001.10.800.200.601.8001.51.1 % Heavy Vehicles Jughandle OutInTotal 0 485 485 0 7 7 0492 492 23561270 0700 23631270 RightThruLeftU-Turn Peak Hour Data 1280 858 2138 10 13 23 1290 2161 Bedford Road (Route 4/225) Total 000 Left Bedford Road (Route 4/225) Right 1710 2549 1690 830 2520 Out 70213715 000 20 9 29 Thru 871 North Thru In 838829 Peak Hour Begins at 04:45 PM 156 156 Right 0 9 In 839 Cars Left Out Heavy Vehicles U-Turn 000 101 Total U-Turn 000 LeftThruRightU-Turn 449 0861 1 1070 450 0868 1 513 1311 1824 7 8 15 520 1839 1319 OutInTotal Hartwell Avenue N/S: South RoadFile Name: 123082 PP QSFDJTJPO E/W: Loomis Street/ Railroad AvenueSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars - Heavy Vehicles South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM318603122302167806960182 03:15 PM62450121830031636122030221 03:30 PM516106123205190120113430273 03:45 PM112050518320361221401130140318 Total2578170266011701393424013093260994 04:00 PM41940917310421195062680290 04:15 PM01750323290501533081620309 01150425350611404044170337 04:30 PM 04:45 PM3165010273307414511032490360 Total76319026921280227557230211072601296 05:00 PM4305022822011613119052340389 05:15 PM0213072626010312619012440360 05:30 PM3234072123010211718043830363 05:45 PM515709312509111317032030339 Total128919025106960412487730131051401451 Grand Total4423055077258341077813861361643056603741 Apprch %13.469.916.7011.438.250.4033.860.25.9014.770.115.20 Total %1.26.11.502.16.99.1020.8373.601.78.21.80 Cars4022651072248334076613801181622986503661 % Cars90.998.392.7093.596.197.9098.599.686.810096.997.798.5097.9 444051070126180271080 Heavy Vehicles 9.11.77.306.53.92.101.50.413.203.12.31.502.1 % Heavy Vehicles South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM3165024102733070741451102303249036360 05:00 PM4305039228220521161311902665234032389 05:15 PM0213024726260591031261902481244029360 05:30 PM3234030721230511021171802374383045363 1090170117261021040232395519670981131092001421472 Total Volume 8.576.914.5011.24444.8040.352.96.809.276.814.10 % App. Total PHF.625.750.850.000.750.650.911.788.000.829.851.895.882.000.922.650.717.556.000.789.946 Cars1090160116251011020228389519600968131092001421454 % Cars10010094.1099.196.299.098.1098.398.510089.6098.7100100100010098.8 00101112046070130000018 Heavy Vehicles 005.900.93.81.01.901.71.5010.401.3000001.2 % Heavy Vehicles N/S: South RoadFile Name: 123082 PP QSFDJTJPO E/W: Loomis Street/ Railroad AvenueSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Cars South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM316603122302067505960175 03:15 PM62440121628030636121930214 03:30 PM51510412320508870113030258 03:45 PM72040516320351211301030140307 Total2175150245611501353393112888260954 04:00 PM41840914290421184062570280 04:15 PM01750221290481513081520301 01140425340611403044170334 04:30 PM 04:45 PM31650927330731458032490355 Total76218024871250224554180211052501270 05:00 PM4304022821011213118052340382 05:15 PM0213072625010212617012440356 05:30 PM3234072023010211717043830361 05:45 PM515708312509111317032030338 Total128918024105940407487690131051401437 Grand Total4022651072248334076613801181622986503661 Apprch %12.671.316.101137.951.1033.860.95.2014.670.115.30 Total %1.16.21.4026.89.1020.937.73.201.78.11.80 South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM31650249273306973145802263249036355 05:00 PM4304038228210511121311802615234032382 05:15 PM0213024726250581021261702451244029356 05:30 PM3234030720230501021171702364383045361 1090160116251011020228389519600968131092001421454 Total Volume 8.677.613.801144.344.7040.253.66.209.276.814.10 % App. Total PHF.625.750.800.000.763.694.902.773.000.826.868.895.833.000.927.650.717.556.000.789.952 N/S: South RoadFile Name: 123082 PP QSFDJTJPO E/W: Loomis Street/ Railroad AvenueSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Heavy Vehicles South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total 03:00 PM02000000103010007 03:15 PM00100220100001007 03:30 PM010020001250040015 03:45 PM401002001110100011 Total432024204390250040 04:00 PM010003200110011010 04:15 PM00001200220001008 00100010001000003 04:30 PM 04:45 PM00001000103000005 Total011025303350021026 05:00 PM00100010401000007 05:15 PM00000010102000004 05:30 PM00000100001000002 05:45 PM00001000000000001 Total001011205040000014 Grand Total444051070126180271080 Apprch %33.333.333.3022.745.531.8033.316.75002070100 Total %55506.212.58.80157.522.502.58.81.20 South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West RightThruLeftRightThruLeft Start TimeRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM 03:30 PM0100120002125080400415 03:45 PM4010502002111031000111 04:00 PM0100103205011020110210 04:15 PM000001200322004010018 421073720124670171610844 Total Volume 57.128.614.302558.316.7023.535.341.2012.57512.50 % App. Total PHF.250.500.250.000.350.375.583.250.000.600.500.750.350.000.531.250.375.250.000.500.733 N/S: South RoadFile Name: 123082 PP QSFDJTJPO E/W: Loomis Street/ Railroad AvenueSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn Groups Printed- Peds and Bicycles South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsRightThruLeftPedsInt. Total 03:00 PM00000000000000000 03:15 PM00000002001000003 03:30 PM00000000000100012 03:45 PM00010000000000001 Total00010002001100016 04:00 PM00000001000000001 04:15 PM00000001000100002 00000000000000000 04:30 PM 04:45 PM00000000000000000 Total00000002000100003 05:00 PM00000000000000000 05:15 PM00000000000000000 05:30 PM00000700002000009 05:45 PM00000000000100012 Total000007000021000111 Grand Total000107040033000220 Apprch %000100063.6036.4005050000100 Total %000503502000151500010 South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West RightThruLeftPedsRightThruLeftPeds Start TimeRightThruLeftPeds RightThruLeftPeds Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM000000000000000000000 05:15 PM000000000000000000000 05:30 PM000000700700202000009 05:45 PM000000000000011000112 0000007007002130001111 Total Volume 00000100000066.733.3000100 % App. Total PHF.000.000.000.000.000.000.250.000.000.250.000.000.250.250.375.000.000.000.250.250.306 N/S: South RoadFile Name: 123082 PP QSFDJTJPO E/W: Loomis Street/ Railroad AvenueSite Code: TBA EBUB City, State: Bedford, MAStart Date: 11/13/2012 JOEVTUSJFT-!MMD Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Client: Toole Engineering/ C. FinkPage No: 1 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Fnbjm;!ebubsfrvftutAqejmmd/dpn South RoadLoomis StreetSouth RoadRailroad Avenue From NorthFrom EastFrom SouthFrom West Start TimeRightThruLeft RightThruLeftRightThruLeft RightThruLeft Int. Total U-TurnU-TurnU-TurnU-Turn App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM3165024102733070741451102303249036360 05:00 PM4305039228220521161311902665234032389 05:15 PM0213024726260591031261902481244029360 05:30 PM3234030721230511021171802374383045363 1090170117261021040232395519670981131092001421472 Total Volume 8.576.914.5011.24444.8040.352.96.809.276.814.10 % App. Total PHF.625.750.850.000.750.650.911.788.000.829.851.895.882.000.922.650.717.556.000.789.946 Cars1090160116251011020228389519600968131092001421454 % Cars10010094.1099.196.299.098.1098.398.510089.6098.7100100100010098.8 00101112046070130000018 Heavy Vehicles 005.900.93.81.01.901.71.5010.401.3000001.2 % Heavy Vehicles South Road OutInTotal 564 116 680 1 1 2 565682 117 1090160 0010 1090170 RightThruLeftU-Turn Peak Hour Data 171 142 313 8 0 8 179 321 Total 0 2020 Left Right Railroad Avenue Out 2625 521 753 514 228 742 1090109 1 Thru 142 North 7 4 11 Loomis Street Thru In 102101 Peak Hour Begins at 04:45 PM Right 0 1313 1 In 232 Cars Left 104102 Out Heavy Vehicles U-Turn 000 2 Total U-Turn 000 LeftThruRightU-Turn 60519389 0 7060 67519395 0 205 968 1173 2 13 15 207 1188 981 OutInTotal South Road Appendix C-3 2012 Automatic Traffic Recorder (ATR) Counts ﻮﮭوﻮ 9■ō╜ʼn◘■▓ś■ĊĂ▄ {ĊĂĊĵℓ Ă■ŕ t▄Ă■■╜■┼ wś♫◘ʼnĊ /?ﻮﮭﻲ Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 02/26/1 30112000000000013 01:0008000000100009 02:0006300000000009 03:000121000000000013 04:000155000000000020 05:000112229210221000151 06:0013856671430420000482 07:0027176141210120000800 08:0075375451531230000627 09:0024805981631230000574 10:001283427911341000352 11:002332511921210001402 12 PM1398546432362000479 13:000393603531311000470 14:000444619410150000525 15:000510661800100000586 16:006659632530200000740 17:003799442700000000855 18:002645302200000000681 19:001341221000010000366 20:000224180300001000246 21:000173111100000000186 22:00088150000000000103 23:000425000000000047 Total28761481568116247263160018736 Percent0.3%87.2%9.3%0.8%1.3%0.3%0.1%0.3%0.4%0.1%0.0%0.0%0.0% AM 08:0007:0006:0005:0009:0006:0008:0006:0010:0005:0011:0007:00 Peak Vol.77176691631441 1800 PM 16:0017:0015:0014:0015:0012:0012:0012:0012:0012:0017:00 Peak Vol.6799669832362 855 Page 1 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 02/27/1 30142000000000016 01:0006200000000008 02:0006000000000006 03:000104010000000015 04:000154000003000022 05:000101247230012000140 06:0013775381011300010455 07:004642635910300000727 08:0035295841031000000608 09:00244377131610010000553 10:002277545721640000358 11:000300396930040000361 12 PM13333651411151000398 13:0013455331021420000421 14:0013894910601110000458 15:000270320320210000310 16:007634601520120000712 17:004776622820140000859 18:001686542500000000748 19:001287291000000000318 20:000249180100010000269 21:000184131200100000201 22:000704110000000076 23:000256000000000031 Total28696879674119236232930108070 Percent0.3%86.3%9.9%0.9%1.5%0.3%0.1%0.3%0.4%0.0%0.0%0.0%0.0% AM 07:0007:0009:0009:0009:0005:0006:0010:0010:0005:0006:0007:00 Peak Vol.464277131631642 1 727 PM 16:0017:0017:0014:0012:0013:0012:0013:0012:0012:0017:00 Peak Vol.777662101421451 859 Page 2 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 02/28/1 30211020000000024 01:000102010000000013 02:0007001000100009 03:00091000000000010 04:000146110001000023 05:000120239500011000159 06:000416724920340000510 07:0006874671250411000763 08:0045707061322120000670 09:0014454741610100000515 10:0012734051421251000344 11:0003035571411410000386 12 PM24194361282220000496 13:001397452941111000462 14:0014616110371241000551 15:0055575921111010000637 16:001746754910200000838 17:001809502710100000871 18:002592372200100000636 19:000368251100100000396 20:000255190100000000275 21:000182142110000000200 22:00010570100000000113 23:000493030001000056 Total19781580174148369252550008957 Percent0.2%87.3%8.9%0.8%1.7%0.4%0.1%0.3%0.3%0.1%0.0%0.0%0.0% AM 08:0007:0006:0005:0009:0007:0008:0007:0010:0005:0007:00 Peak Vol.46877291652451 763 PM 15:0017:0016:0014:0012:0012:0012:0012:0014:0013:0017:00 Peak Vol.580975101282241 871 Page 3 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/01/1 30204000000000024 01:00091000000000010 02:00081010000000010 03:0009000000000009 04:000185010011000026 05:000104219210220000141 06:001373675900340000462 07:0056606541022120000751 08:0045216451050000000609 09:0044004791642340000489 10:0003315641341501000415 11:000353383511230000406 12 PM13895561111231000470 13:005398603540020000477 14:001481558721100000556 15:000579631910000000653 16:006668473820300000737 17:004724365620200000779 18:001573361400000000615 19:002305171200000000327 20:002205130100000000221 21:00019142100000000198 22:00019390100010000204 23:000733000001000077 Total36758576769122298252320008666 Percent0.4%87.5%8.9%0.8%1.4%0.3%0.1%0.3%0.3%0.0%0.0%0.0%0.0% AM 07:0007:0006:0005:0009:0008:0007:0010:0006:0010:0007:00 Peak Vol.56606791652541 751 PM 16:0017:0015:0014:0012:0013:0012:0016:0012:0012:0017:00 Peak Vol.67246381141331 779 Page 4 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/02/1 31293000000000033 01:000202000000000022 02:0006000000000006 03:00074000001000012 04:00054010000000010 05:000255230000100036 06:000105191300100000129 07:000191281200011000224 08:001232232600111000267 09:001269263310110000305 10:001304294400020000344 11:001391192100010000415 12 PM1421412400100000470 13:005425353400000000472 14:005439293300000000479 15:000439284210010000475 16:002378252400000000411 17:000344142200100000363 18:000323182200000000345 19:000201132100000000217 20:00016090100000000170 21:000192210100000000214 22:000120170000000000137 23:00010440000000000108 Total1851304163547205830005664 Percent0.3%90.6%7.3%0.6%0.8%0.0%0.0%0.1%0.1%0.1%0.0%0.0%0.0% AM 00:0011:0010:0010:0008:0009:0006:0010:0005:0011:00 Peak Vol.139129461 121 415 PM 13:0014:0012:0015:0012:0015:0012:0015:0014:00 Peak Vol.543941441 11 479 Page 5 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/03/1 30413000000000044 01:000140010000000015 02:00091000000000010 03:0007000000000007 04:00092000000000011 05:000235000000000028 06:0006314000001000078 07:000139161100001000158 08:000146110100011000160 09:000207200400000000231 10:001315192300000000340 11:005295230010100000325 12 PM2419250200000000448 13:002407230500000000437 14:000381341120100000420 15:000385251100000000412 16:003385250500000000418 17:000285290100000000315 18:001254171000000000273 19:001191171300010000214 20:001143130200000000159 21:000926010000000099 22:000417000000000048 23:000240000000000024 Total164275335731302320004674 Percent0.3%91.5%7.2%0.1%0.7%0.1%0.0%0.0%0.1%0.0%0.0%0.0%0.0% AM 11:0010:0011:0010:0009:0011:0011:0006:0007:0010:00 Peak Vol.531523241 111 340 PM 16:0012:0014:0014:0013:0014:0014:0019:0012:00 Peak Vol.341934152 11 448 Page 6 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/04/1 30123000000000015 01:0006000000000006 02:0003000000000003 03:0004201000000007 04:000175000000000022 05:001132277300140000175 06:0014156761030110000504 07:005629475840211000702 08:0065614561430120000638 09:002352554810031000426 10:0002734351530212000344 11:0013224431141210000389 12 PM13604441152422000435 13:0023915531150530000475 14:001451607820210000532 15:0044967311020110000588 16:002644814610000000738 17:003796422520211000854 18:001584292710100000625 19:000306271200000000336 20:000180110300001000195 21:000157131000000000171 22:000784000000000082 23:000373210000000043 Total30720678063134363242180008305 Percent0.4%86.8%9.4%0.8%1.6%0.4%0.0%0.3%0.3%0.1%0.0%0.0%0.0% AM 08:0007:0006:0005:0010:0007:0011:0007:0005:0010:0007:00 Peak Vol.66296771541242 702 PM 15:0017:0016:0014:0012:0012:0012:0013:0013:0012:0017:00 Peak Vol.47968171152532 854 Total465934710390717153331301402901153072 Page 7 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 02/26/1 30121010000000014 01:0004100000000005 02:0005001000000006 03:0003300000100007 04:000196030002000030 05:00082180300020000105 06:001321454510010000378 07:0056417212420210000739 08:0038296241510150000920 09:004545613420230000624 10:0003505031030741000428 11:000334686810610000424 12 PM1329561820220000401 13:000349504311040000412 14:000399548320210000469 15:001561704620210000647 16:003505456400110000565 17:002510423120000000560 18:002373362300000000416 19:000235221200000000260 20:001154170000000000172 21:000814010001000087 22:0005114100000000066 23:000434000000000047 Total2367358016285191253010007782 Percent0.3%86.5%10.3%0.8%1.1%0.2%0.0%0.3%0.4%0.0%0.0%0.0%0.0% AM 07:0008:0007:0007:0008:0010:0010:0008:0010:0008:00 Peak Vol.58297212153 751 920 PM 16:0015:0015:0014:0012:0012:0013:0012:0013:0015:00 Peak Vol.356170882124 647 Page 8 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 02/27/1 30307010000000038 01:00082010000100012 02:00080100001000010 03:00083010000000012 04:000158010003000027 05:0007417110000000093 06:002303343220010000347 07:0066896514830120000788 08:002851655830010000935 09:002536654700000000614 10:0022853731020110100342 11:000285639920040000372 12 PM2299417510120000358 13:001258473820001000320 14:003352574820312000432 15:007365584600300000443 16:003453475230100000514 17:005442372100000000487 18:001351263200010000384 19:000214221200100000240 20:000134190110010000156 21:0008113000000000094 22:0004710100001000059 23:000363000000000039 Total3661247467084210111941007116 Percent0.5%86.1%10.5%1.0%1.2%0.3%0.0%0.2%0.3%0.1%0.0%0.0%0.0% AM 07:0008:0007:0007:0010:0007:0007:0011:0001:0010:0008:00 Peak Vol.68516514103 1411 935 PM 15:0016:0015:0012:0013:0016:0014:0012:0014:0016:00 Peak Vol.745358783 322 514 Page 9 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 02/28/1 30130010000000014 01:0005010000000006 02:000122110000000016 03:00062000002000010 04:000127030002000024 05:00082130310030000102 06:001289473300001000344 07:00570570121130110000808 08:0058095951510310000898 09:002504704910110000592 10:0003214541030220000387 11:0013455041310210000417 12 PM33555831000230000434 13:0023573121220120000409 14:003373454860310000443 15:0005639261210200000676 16:005537605700000000614 17:001465371110100000507 18:002378272210000000412 19:001241331200200000280 20:001150130200000000166 21:000107110000000000118 22:000729100002000084 23:000544000000000058 Total32675578559125210202110007819 Percent0.4%86.4%10.0%0.8%1.6%0.3%0.0%0.3%0.3%0.0%0.0%0.0%0.0% AM 07:0008:0007:0007:0008:0007:0008:0005:0006:0008:00 Peak Vol.58097012153 331 898 PM 16:0015:0015:0015:0013:0014:0014:0012:0015:00 Peak Vol.5563926126 33 676 Page 10 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/01/1 30101110000000013 01:000114000000000015 02:00053010003000012 03:0004300000100008 04:000198020002000031 05:0007512110000100090 06:000281453810000000338 07:0026437410220220000737 08:003732616930112000818 09:003493445900100000555 10:0013386241030020000420 11:000391595910310000469 12 PM0365566400210000434 13:000314563620220000385 14:002438624410010000512 15:001542744500110000628 16:006507485300200000571 17:004450321601000000494 18:001403252110000000433 19:001234171210100000257 20:001111120200000000126 21:00011591000100000126 22:000726100000000079 23:000704000000000074 Total2566237776385151161730007625 Percent0.3%86.9%10.2%0.8%1.1%0.2%0.0%0.2%0.2%0.0%0.0%0.0%0.0% AM 08:0008:0007:0007:0010:0008:0011:0002:0008:0008:00 Peak Vol.37327410103 332 818 PM 16:0015:0015:0012:0013:0013:0017:0012:0013:0015:00 Peak Vol.654274662122 628 Page 11 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/02/1 30283020000000033 01:0008100000000009 02:0007002000000009 03:0002300000000005 04:000102020011000016 05:000254010000000030 06:0007015031001000090 07:000140181100010000161 08:001212202510011000243 09:001277302400020000316 10:004356293300230000400 11:005405312300030000449 12 PM3381322600000000424 13:000401282200000000433 14:006389493400100000452 15:002401253500100000437 16:000380244100000000409 17:000321283210000000355 18:001235202200001000261 19:000153192100001000176 20:000848100000000093 21:00011240000000000116 22:0007411000000000085 23:000764000000000080 Total23454740832493051230005082 Percent0.5%89.5%8.0%0.6%1.0%0.1%0.0%0.1%0.2%0.1%0.0%0.0%0.0% AM 11:0011:0011:0010:0008:0006:0010:0010:0008:0011:00 Peak Vol.540531351 231 449 PM 14:0013:0014:0016:0012:0017:0014:0018:0014:00 Peak Vol.640149461 1 1 452 Page 12 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/03/1 30261000000000027 01:001151010000000018 02:0004200000000006 03:0004000000000004 04:0005100000000006 05:000122000001000015 06:000448000001000053 07:0007414010001000090 08:00018191200010000194 09:000222200100000000243 10:001307260100110000337 11:003300390110000000344 12 PM0355371500000000398 13:001368280200000000399 14:001351370400000000393 15:004380341300110000424 16:001353230300000000380 17:000245290200000000276 18:001179210100000000202 19:000132191100000000153 20:000838001000000092 21:000638000000000071 22:000383000000000041 23:000292000000000031 Total133770372428202600004197 Percent0.3%89.8%8.9%0.1%0.7%0.0%0.0%0.0%0.1%0.0%0.0%0.0%0.0% AM 11:0010:0011:0008:0008:0011:0010:0005:0011:00 Peak Vol.330739121 11 344 PM 15:0015:0012:0012:0012:0020:0015:0015:0015:00 Peak Vol.438037151 11 424 Page 13 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/04/1 305101000000007 01:0006100000000007 02:0003010000100005 03:0003310000100008 04:0001511030001100031 05:00084170100020000104 06:001309463120010000363 07:0066736413920310001772 08:0038125161251221000895 09:000454545650210000527 10:000310453720140000372 11:0002866141320210000369 12 PM1312323520041000360 13:002288322741201000339 14:001338683450310000423 15:003530806920010000631 16:001482446600000000539 17:0044814131000110000541 18:002362261200000000393 19:000226171100000000245 20:000123170100000000141 21:000917000001000099 22:000525100000000058 23:0003112000010000044 Total2462767356298312172340017273 Percent0.3%86.3%10.1%0.9%1.3%0.4%0.0%0.2%0.3%0.1%0.0%0.0%0.0% AM 07:0008:0007:0007:0011:0008:0008:0007:0010:0004:0007:0008:00 Peak Vol.681264131351341 1895 PM 17:0015:0015:0015:0017:0014:0013:0014:0012:0012:0015:00 Peak Vol.45308061051341 631 Total4083046243525541124961281610146894 Page 14 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 02/26/1 30000166000000134239 01:00000033300000094037 02:00000113400000094138 03:000000092200000133939 04:0000002311310000204541 05:0000011664637000001514239 06:0000086422717210100004824238 07:00000611646819513200008004138 08:0011181283769911200006274037 09:00000310029015921100005744138 10:0000095016811410100003524238 11:0000046620711114000004024138 12 PM00015932621018000004794037 13:0000017124314014100004704238 14:00001126826415920100005254238 15:0000018031018014100005864138 16:0000091094022128000007404138 17:00002222514541215000008553936 18:00000202073637812100006813936 19:00000260198979000003664138 20:000002411226812100002464238 21:0000011491719000001864239 22:0000001249339000001034339 23:00000042316310000474339 %0.0%0.0%0.0%1.4%17.8%52.7%25.4%2.4%0.2%0.0%0.0%0.0%0.0% AM 08:0008:0008:0006:0008:0007:0007:0009:0007:0007:00 Peak Vol.1118128468195212800 Midday 14:0012:0012:0014:0014:0014:0013:0014:00 Peak Vol.11593264159201525 PM 17:0017:0017:0017:0016:0015:0015:0017:00 Peak Vol.222251454212141855 % iles15th Percentile : 32 MPH 50th Percentile : 36 MPH 85th Percentile : 41 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 33-42 MPH Number in Pace : 6556 Percent in Pace : 75.0% Number of Vehicles > 40 MPH : 2095 Percent of Vehicles > 40 MPH : 24.0% Mean Speed(Average) : 37 MPH Page 1 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 02/27/1 30000277000000164339 01:00000032201000083338 02:0000000222000006*42 03:000000363300000154439 04:0000013610200000224239 05:00000223673711000001404238 06:0000055524713711000004554138 07:00200819141310210100007273936 08:0000525160342705000016083936 09:0000427134290878300005534036 10:000001062197799010003584137 11:000006741651058300003614138 12 PM004686201946000013984137 13:0000017712299311000004214137 14:00000171052241057000004584137 15:00101323435445761000003103419 16:00393327181293491098000007123932 17:000020121321320734000008593834 18:000019128356218234000007483733 19:00000884173493100003183936 20:00000474143462000002694036 21:00001652102354100002014036 22:00000283822600000764238 23:0000008129200000314238 %1.8%0.8%1.4%5.5%25.4%47.2%16.2%1.6%0.1%0.0%0.0%0.0%0.0% AM 07:0008:0009:0007:0007:0006:0005:0009:0008:0007:00 Peak Vol.25271914131371131727 Midday 12:0013:0014:0013:0011:0013:0011:0012:0014:00 Peak Vol.4171052291051131458 PM 15:0016:0015:0018:0018:0016:0016:0016:0019:0017:00 Peak Vol.101333412835634910981859 % iles15th Percentile : 29 MPH 50th Percentile : 35 MPH 85th Percentile : 40 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 32-41 MPH Number in Pace : 5471 Percent in Pace : 67.8% Number of Vehicles > 40 MPH : 1262 Percent of Vehicles > 40 MPH : 15.6% Mean Speed(Average) : 35 MPH Page 2 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 02/28/1 300001137300000244339 01:000000173110000134140 02:00000014400000094139 03:000000125110000104342 04:0000003910100000234239 05:0000112172568000001594238 06:0000085325816722101005104238 07:000001513141818613000007634137 08:001001215535513214100006704037 09:0000188126914115000005154138 10:000407401631209100003444238 11:00311975516312413010003864236 12 PM0098982601127110004964037 13:0000156220416920100004624238 14:000001610326615411100005514137 15:00100410135615916000006374138 16:00003131314941916000008384037 17:00004191965001457000008714037 18:0001621176329994000006363936 19:000002562339312000003964138 20:0010022613410010200002754239 21:00000230926510100002004238 22:0000001347476000001134239 23:00000062420600000564339 %0.1%0.2%0.4%1.7%17.2%52.2%25.8%2.4%0.1%0.0%0.0%0.0%0.0% AM 08:0005:0007:0008:0007:0007:0006:0001:0006:0007:00 Peak Vol.11151554181862211763 Midday 11:0011:0011:0014:0014:0014:0013:0013:0012:0011:0014:00 Peak Vol.3119161032661692011551 PM 15:0018:0018:0018:0017:0017:0016:0015:0020:0017:00 Peak Vol.11621196500191162871 % iles15th Percentile : 32 MPH 50th Percentile : 36 MPH 85th Percentile : 41 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 33-42 MPH Number in Pace : 6665 Percent in Pace : 74.4% Number of Vehicles > 40 MPH : 2168 Percent of Vehicles > 40 MPH : 24.2% Mean Speed(Average) : 37 MPH Page 3 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/01/1 30000289500000244541 01:000000315100000104339 02:000000035200000104442 03:00001012140000094740 04:0000004127201000264239 05:00000110555222100001414440 06:0000004419218637300004624339 07:001102112139219419110007514137 08:0000258532817415000006094138 09:0000081032501208000004894137 10:0000045920113614100004154238 11:0000227920410414100004064138 12 PM00037622114822000004704238 13:0000025325914517100004774238 14:0000399327815914000005564138 15:0000041183671567010006534137 16:00000313639019117000007374138 17:001111416644314111100007794037 18:00000101593311096000006154037 19:000001561609713000003274238 20:00000332116654100002214138 21:00010229101568100001984238 22:00000023108657100002044238 23:00000083728310000774239 %0.0%0.0%0.1%1.1%16.8%51.5%27.2%3.1%0.2%0.0%0.0%0.0%0.0% AM 07:0007:0008:0007:0007:0007:0007:0006:0006:0004:0007:00 Peak Vol.112211213921943731751 Midday 14:0014:0014:0014:0014:0012:0011:0014:00 Peak Vol.3993278159221556 PM 17:0017:0017:0017:0017:0017:0016:0016:0017:0015:0017:00 Peak Vol.111141664431911711779 % iles15th Percentile : 32 MPH 50th Percentile : 37 MPH 85th Percentile : 41 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 33-42 MPH Number in Pace : 6453 Percent in Pace : 74.5% Number of Vehicles > 40 MPH : 2254 Percent of Vehicles > 40 MPH : 26.0% Mean Speed(Average) : 38 MPH Page 4 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/02/1 3000021614100000334239 01:0000021134200000224238 02:00000003210000063840 03:000010134300000124540 04:000000162100000103939 05:00000031312710000364541 06:0000008356520010001294441 07:00000312929519300002244340 08:0000001510211830200002674440 09:0000033314810515100003054239 10:0000023418711011000003444238 11:0000256919812813000004154238 12 PM01086327611012000004704138 13:0000037522315912000004724238 14:0000089720315516000004794238 15:0000076125113620000004754238 16:0000076020911619000004114238 17:0000023118313115100003634239 18:000006701867310000003454137 19:00000332110657000002174238 20:0000032482563200001704238 21:00001223112751000002144138 22:0000202070423000001374138 23:0000011062323000001084138 %0.0%0.0%0.1%1.1%13.2%49.1%31.9%4.3%0.2%0.0%0.0%0.0%0.0% AM 03:0007:0009:0009:0008:0008:0007:0006:0009:00 Peak Vol.13331481183031305 Midday 12:0011:0012:0014:0012:0013:0014:0014:00 Peak Vol.1289727615916479 PM 22:0015:0018:0015:0015:0015:0020:0015:00 Peak Vol.2770251136202475 % iles15th Percentile : 33 MPH 50th Percentile : 37 MPH 85th Percentile : 42 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 34-43 MPH Number in Pace : 4235 Percent in Pace : 74.8% Number of Vehicles > 40 MPH : 1741 Percent of Vehicles > 40 MPH : 30.7% Mean Speed(Average) : 38 MPH Page 5 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/03/1 3000042311600000444339 01:000000159000000154240 02:000000126100000104341 03:00000001420000074443 04:000010234001000114138 05:00000111011401000284441 06:000000125391120000784441 07:0000025666517120001584340 08:00000010577616100001604440 09:00001429838824200002314339 10:000014611798510000003404137 11:0010024014711618100003254239 12 PM00166122313818100004484238 13:0000065023013615000004374238 14:0000066221712213000004204238 15:00000136718812519000004124238 16:0000136322011714000004184138 17:000004351611069000003154238 18:00002035159734000002734138 19:00002224132485100002144138 20:0010042684422000001594137 21:000000175423410000994138 22:00000062316300000484239 23:000000579300000244339 %0.0%0.0%0.2%1.2%13.0%49.2%31.4%4.7%0.2%0.1%0.0%0.0%0.0% AM 04:0009:0009:0009:0009:0009:0006:0007:0009:00 Peak Vol.142983882422231 Midday 11:0012:0012:0014:0013:0012:0011:0011:0012:00 Peak Vol.11662230138181448 PM 20:0018:0015:0015:0016:0015:0015:0019:0016:00 Peak Vol.121367220125191418 % iles15th Percentile : 33 MPH 50th Percentile : 37 MPH 85th Percentile : 42 MPH 95th Percentile : 45 MPH Stats10 MPH Pace Speed : 34-43 MPH Number in Pace : 3477 Percent in Pace : 74.4% Number of Vehicles > 40 MPH : 1440 Percent of Vehicles > 40 MPH : 30.8% Mean Speed(Average) : 38 MPH Page 6 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/04/1 30000265200000154339 01:00000012300000064139 02:0000001110000003*37 03:00000031111000073239 04:0000000611500000224542 05:00000312617126200001754440 06:0000004922819332200005044339 07:0010089237320321400007024238 08:00000111093711379010006384037 09:0000033221216316000004264239 10:0000025017210713000003444238 11:0001168018310512100003894137 12 PM00099621610014000004354137 13:000002812511319010004754138 14:00001310427413415100005324138 15:0010058931516413100005884138 16:00000913541716213200007384137 17:000412512104551166000008543936 18:0000515235313534000006253835 19:00001775173737000003364137 20:000000231065115000001954238 21:00000033903810000001714138 22:000000114121900000824339 23:00001111918300000434239 %0.0%0.1%0.3%1.6%18.4%51.6%24.8%3.1%0.2%0.0%0.0%0.0%0.0% AM 07:0008:0008:0007:0007:0006:0007:0008:0007:00 Peak Vol.1111093732033241702 Midday 11:0011:0012:0014:0014:0014:0014:0011:0013:0014:00 Peak Vol.1191042741341511532 PM 15:0017:0017:0017:0018:0017:0015:0020:0016:0017:00 Peak Vol.141251235455164152854 % iles15th Percentile : 32 MPH 50th Percentile : 36 MPH 85th Percentile : 41 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 33-42 MPH Number in Pace : 6129 Percent in Pace : 73.8% Number of Vehicles > 40 MPH : 2008 Percent of Vehicles > 40 MPH : 24.2% Mean Speed(Average) : 37 MPH Page 7 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 02/26/1 30000133610000144743 01:0000000021200005*47 02:00000000311100064247 03:0000000221200007*44 04:0000002612811000304643 05:0000036224028600001054742 06:0000021311417864700003784541 07:0000265832029062100007394339 08:001317437314843817215100009204035 09:0000019030321218000006244238 10:00001193516816734400004284339 11:0000003317317144300004244340 12 PM00051913319150300004014440 13:00020132213818352200004124440 14:0000003414723355000004694440 15:0000033719732285300006474441 16:000000920328762400005654441 17:0000102421425663001015604440 18:0000013415516657300004164440 19:000000218311537400002604440 20:00000013379029300001724541 21:000000123441531000874642 22:000000114331620000664642 23:000000117191000000474541 %0.2%0.2%0.6%1.6%7.7%37.4%41.0%10.4%0.7%0.0%0.0%0.0%0.0% AM 08:0008:0008:0008:0008:0008:0007:0006:0006:0002:0008:00 Peak Vol.131743731484382906471920 Midday 13:0013:0014:0011:0014:0014:0011:0014:00 Peak Vol.21334173233553469 PM 17:0015:0015:0017:0015:0015:0016:0021:0017:0017:0015:00 Peak Vol.1337214322854111647 % iles15th Percentile : 34 MPH 50th Percentile : 39 MPH 85th Percentile : 43 MPH 95th Percentile : 46 MPH Stats10 MPH Pace Speed : 35-44 MPH Number in Pace : 5525 Percent in Pace : 71.0% Number of Vehicles > 40 MPH : 3406 Percent of Vehicles > 40 MPH : 43.8% Mean Speed(Average) : 39 MPH Page 8 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 02/27/1 3000010811134100385449 01:000000016500000124744 02:000000216100000104340 03:000000037101000124342 04:00000011111400000274440 05:000000432361920000934541 06:0000121212916437200003474440 07:0014102810640421322000007884137 08:00915404920144615123100009354035 09:00021124728923825000006144239 10:00000142511416027200003424339 11:0000001415616436200003724340 12 PM01001414816727100003584340 13:0000001311316229300003204340 14:0010014621714519300004324239 15:003133938167142374000004433832 16:00102266020618930000005144238 17:0010098722713524400004874238 18:000042399173769000003844036 19:00000435998019300002404339 20:00010110814518000001564339 21:000000531461110000944441 22:00000131927801000594441 23:0000000820920000394643 %0.2%0.5%1.6%2.6%13.4%42.9%32.2%5.9%0.5%0.1%0.0%0.0%0.0% AM 08:0008:0008:0008:0008:0008:0009:0006:0000:0000:0000:0008:00 Peak Vol.9154049201446238371341935 Midday 14:0012:0014:0014:0014:0012:0011:0013:0014:00 Peak Vol.11146217167363432 PM 15:0015:0015:0015:0015:0017:0016:0016:0017:0022:0016:00 Peak Vol.31339381672271893041514 % iles15th Percentile : 32 MPH 50th Percentile : 37 MPH 85th Percentile : 42 MPH 95th Percentile : 45 MPH Stats10 MPH Pace Speed : 34-43 MPH Number in Pace : 4896 Percent in Pace : 68.8% Number of Vehicles > 40 MPH : 2319 Percent of Vehicles > 40 MPH : 32.6% Mean Speed(Average) : 38 MPH Page 9 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 02/28/1 30000145211000144442 01:00000010320000064342 02:000000045511000164744 03:000000016120000104344 04:0000000510810000244643 05:0000007203436500001024743 06:000000378187661000003444542 07:00315216133134540100008084239 08:00685166637837147100008984238 09:0012383120628355300005924340 10:0000111111119664300003874541 11:0000421412121849900004174441 12 PM00211814920554500004344440 13:0001001210623055410004094441 14:0010011511423570700004434541 15:0000063822734058520006764340 16:0050242518230786300006144440 17:0000011214525885600005074541 18:0000022817517232300004124340 19:000000148412555200002804541 20:0000018497230600001664541 21:0000004286816110001184441 22:000000224361642000844642 23:000000116211721000584643 %0.2%0.2%0.3%0.8%4.8%32.7%47.7%12.1%1.1%0.1%0.0%0.0%0.0% AM 08:0008:0007:0007:0008:0008:0008:0006:0006:0000:0008:00 Peak Vol.685216637837166101898 Midday 14:0013:0011:0011:0012:0012:0014:0014:0011:0013:0014:00 Peak Vol.1142181492357091443 PM 16:0016:0015:0015:0015:0015:0016:0017:0015:0015:00 Peak Vol.526382273408662676 % iles15th Percentile : 35 MPH 50th Percentile : 40 MPH 85th Percentile : 44 MPH 95th Percentile : 47 MPH Stats10 MPH Pace Speed : 36-45 MPH Number in Pace : 5757 Percent in Pace : 73.6% Number of Vehicles > 40 MPH : 3973 Percent of Vehicles > 40 MPH : 50.8% Mean Speed(Average) : 40 MPH Page 10 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/01/1 30001026400000134642 01:000000016440000155046 02:000000034400010124644 03:00000010321100084345 04:00000016121110000314743 05:0000003143227121100904944 06:0000010178616155900003384541 07:00111125631430149200007374339 08:0012623318729531347400008184237 09:0000002718228459300005554440 10:000000810622181310004204542 11:0000012216023945200004694340 12 PM00031213021170800004344541 13:000001179522047500003854441 14:0000012514224692600005124541 15:00000228155327109700006284541 16:0013432422324065710005714440 17:0000023320419856100004944440 18:0000011916019554400004334440 19:000004217511042500002574541 20:0000001396320300001264541 21:0000002425126500001264642 22:000000020382001000794642 23:000000014371940000744643 %0.2%0.1%0.4%0.9%5.3%32.4%46.1%13.2%1.3%0.1%0.0%0.0%0.0% AM 08:0008:0008:0008:0008:0007:0008:0009:0005:0003:0005:0002:0008:00 Peak Vol.1262331873143135912111818 Midday 12:0014:0011:0014:0014:0012:0014:00 Peak Vol.325160246928512 PM 16:0016:0016:0019:0017:0016:0015:0015:0015:0016:0015:00 Peak Vol.13443322332710971628 % iles15th Percentile : 35 MPH 50th Percentile : 40 MPH 85th Percentile : 44 MPH 95th Percentile : 47 MPH Stats10 MPH Pace Speed : 36-45 MPH Number in Pace : 5501 Percent in Pace : 72.1% Number of Vehicles > 40 MPH : 3876 Percent of Vehicles > 40 MPH : 50.8% Mean Speed(Average) : 40 MPH Page 11 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/02/1 300010913810100334642 01:00000002610000094341 02:00000003141000094744 03:00000001310000054242 04:000000008341000165146 05:00000000141131100304846 06:0000001113924141000904944 07:0000112247649620001614743 08:00000033913557900002434643 09:00000089315458300003164541 10:0000011010420870700004004541 11:0010072014423244100004494440 12 PM00021711620874610004244541 13:0000141010824461410004334441 14:0000093814220555300004524440 15:0000021814722047300004374440 16:000001148723174200004094542 17:000001910519339800003554441 18:00000468013036500002614441 19:0000005318645900001764743 20:000000314482440000934643 21:0000005374229120001164642 22:000001423332211000854642 23:000001117382120000804642 %0.0%0.0%0.0%0.7%3.4%26.3%50.5%16.9%1.9%0.2%0.0%0.0%0.0% AM 07:0000:0009:0009:0009:0009:0006:0007:0000:0009:00 Peak Vol.11893154581421316 Midday 11:0013:0014:0014:0011:0013:0012:0012:0012:0014:00 Peak Vol.119381442447461452 PM 18:0015:0015:0016:0016:0019:0021:0015:00 Peak Vol.4181472317492437 % iles15th Percentile : 36 MPH 50th Percentile : 40 MPH 85th Percentile : 45 MPH 95th Percentile : 48 MPH Stats10 MPH Pace Speed : 37-46 MPH Number in Pace : 3711 Percent in Pace : 73.0% Number of Vehicles > 40 MPH : 2970 Percent of Vehicles > 40 MPH : 58.4% Mean Speed(Average) : 41 MPH Page 12 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/03/1 300000612720000274743 01:000000139410000184642 02:00000001310010064245 03:0000000111100004*44 04:0000000212100006*44 05:000001006610100154845 06:00000027182060000534844 07:0000000123335100000904844 08:00000011388953300001944642 09:00000024613157610002434642 10:00000057917870410003374542 11:00000038115399800003444642 12 PM0000588212821010003984642 13:000000612121354320003994441 14:0000011312219955201003934441 15:0000033113720546200004244440 16:0000002313117351200003804440 17:00000166912868400002764642 18:0008202659822410002024439 19:0000004307736600001534642 20:000000431451110000924441 21:000000620291231000714541 22:0000004717841000414842 23:000001359940000314842 %0.0%0.2%0.0%0.2%3.1%26.3%48.6%19.3%2.1%0.2%0.1%0.0%0.0% AM 05:0008:0009:0009:0009:0007:0009:0002:0009:00 Peak Vol.11146131571011243 Midday 14:0014:0014:0013:0011:0012:0013:0014:0013:00 Peak Vol.113122213991021399 PM 18:0018:0015:0015:0015:0015:0017:0019:0018:0015:00 Peak Vol.823311372056861424 % iles15th Percentile : 36 MPH 50th Percentile : 41 MPH 85th Percentile : 45 MPH 95th Percentile : 48 MPH Stats10 MPH Pace Speed : 37-46 MPH Number in Pace : 3021 Percent in Pace : 72.0% Number of Vehicles > 40 MPH : 2499 Percent of Vehicles > 40 MPH : 59.6% Mean Speed(Average) : 41 MPH Page 13 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/04/1 3000011410000074341 01:00000002320000074342 02:0000000022100005*46 03:00000001241000084845 04:0000000681340000314944 05:00000001936351310001044944 06:00000099018674310003634542 07:0002285834430848200007724339 08:0051165515834427440200008954237 09:0000022418224870100005274440 10:000131673223541010003724542 11:000016189416281700003694541 12 PM00001210817855700003604541 13:0000141210316252410003394541 14:0000022611218293710004234641 15:0010001220533572510006314441 16:0001021816527079400005394441 17:0000032118126566500005414441 18:0000033715515542100003934340 19:000000139610727110002454340 20:0000005496517410001414441 21:000001217482470000994743 22:000010115251510000584642 23:00000008181530000444743 %0.1%0.1%0.3%1.2%6.0%32.6%44.9%13.5%1.3%0.1%0.0%0.0%0.0% AM 08:0007:0008:0008:0008:0007:0007:0006:0005:0005:0008:00 Peak Vol.52165515834430874131895 Midday 11:0011:0014:0014:0014:0014:0011:0013:0014:00 Peak Vol.16261121829371423 PM 15:0016:0022:0017:0018:0015:0015:0016:0021:0015:0015:00 Peak Vol.1113372053357971631 % iles15th Percentile : 34 MPH 50th Percentile : 40 MPH 85th Percentile : 44 MPH 95th Percentile : 47 MPH Stats10 MPH Pace Speed : 36-45 MPH Number in Pace : 5185 Percent in Pace : 71.3% Number of Vehicles > 40 MPH : 3656 Percent of Vehicles > 40 MPH : 50.3% Mean Speed(Average) : 40 MPH Page 14 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 26-Feb- StartWBEBCombined 13 TimeA.M.P.M.A.M.P.M.A.M.P.M.Tue 12:00511759810215 12:15512231118233 12:30312421025226 12:4501311647941490401427206880 01:00312411064230 01:1531252985223 01:30110411112215 01:45291174701597412314214882 02:0031152985213 02:15113111212252 02:30213921284267 02:453914052516122469415262994 03:00215202330 178 03:15614028294 154 03:30114034302 162 03:45413154586276476203071233 153 04:00320621335339 04:158175714615321 04:3021711213814309 04:4572018874093014856516501305 336 05:00171314330 236379 05:15181713735 226363 05:30333814971 203352 05:4583151855371051315601202563211415 190 06:008021579100159315 06:1511218472126184310 06:30145164109102254266 06:45145482118681118378884162638602061097 07:0011014866334176 186 07:158417986170 217396 7720151128 07:30 189390 07:4580095366739572601539152626 208211419 08:001617948127 220381 08:151356159393120 258 08:30157513439085 233 08:451746275524620992031172383154786418 09:00146591962834287 09:15158331632532158 09:30136501391427564 09:45134574441861266242087260119864273 10:0096301272722357 10:1586221181620438 10:308628781616444 10:45843522310310542876618978030169 11:008910941918329 11:1585171171220229 11:30117111121322924 11:451114029471014243472128261294 Total345252843680410271329386 Percent48.4% 56.3% 51.6% 43.7% Day Total 8736 7782 16518 Peak07:00 05:00 07:45 03:00 07:15 04:45 Vol.800 855 922 647 1586 1430 P.H.F.0.922 0.906 0.893 0.909 0.946 0.943 Page 1 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 27-Feb- StartWBEBCombined 13 TimeA.M.P.M.A.M.P.M.A.M.P.M.Wed 12:00710139910200 12:151972733170 12:30493279531188 12:45416107398638913581054198756 01:0021223755197 01:1531082895197 01:301997668165 01:45289242101290320220182741 02:00110141045205 02:1511142993213 02:30212421264250 02:4526119458210103432416222890 03:00311541447259 03:1537521035178 03:30312582894 03:45615108310112114443727222753 04:0031612875248 04:156164814311 147 04:30319569 145340 04:451022192712112751421491226 135327 05:00142131327 127340 05:15191513034 246376 05:30453011175327 216 05:45621408593593119487972333031346 184 06:005952109111333 224 06:151122076197173304 06:301261849984225268 06:45158455133748135347943842938022271132 07:0010116572339173 174 07:156919355373124 180 7319764137 07:30 190387 07:4572775318233788492401515124558 183416 08:001608352135 234394 08:151556834102 221376 08:301427627385103 243 08:451516084226993543156388154385425 237 09:00145611812232683 09:15129601782430784 09:30137351412727862 09:45142553452011146142194256116766295 10:009225862117846 10:159521891218433 10:308021771415735 10:459135897690342125918170021135 11:007410931716727 11:15878871117419 11:30879104919118 11:4511336143188372239201733670 Total326948013590352668598327 Percent47.7% 57.7% 52.3% 42.3% Day Total 8070 7116 15186 Peak07:00 05:15 08:00 04:15 07:30 04:30 Vol.727 870 935 554 1573 1383 P.H.F.0.957 0.884 0.962 0.942 0.945 0.920 Page 2 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 28-Feb- StartWBEBCombined 13 TimeA.M.P.M.A.M.P.M.A.M.P.M.Thu 12:009129411413243 12:159120410913229 12:30312531166241 12:4532412249631495434638217930 01:005971926189 01:15411921136232 01:3021352954230 01:4521311146216109409319220871 02:0011485976245 02:15412941078236 02:30312251258247 02:4519152551216114443325266994 03:00214624345 199 03:15316014321 161 03:30216635323 157 03:453101656374106767203241313 159 04:00421431567 370 04:15221261498 361 04:304202916613 368 04:45132383862414361419471452 210353 05:0016912325351 228 05:15201714737346 199 05:30492712476360 236 05:4574159208871491021135071232613211378 06:007316558121131286 06:151041906698170288 06:301561549790253244 06:455101276361233441034123008542301048 177 07:0011116486356197 192 07:1511217779370191 193 9022266156 07:30 213435 07:4516576383396808492801571132676 245410 08:001586754121 232390 08:151847655131 252436 08:30165692939098 225 08:451636706327518989828166352156891441 09:00144541714231596 09:15134621581929281 09:30125481383626384 09:451125153620012559221118237110757318 10:008939932918268 10:1584281132319751 10:3075251011217637 10:45963442111380387208417673141197 11:0010316742017736 11:158517911917636 11:308012124920421 11:451183861156128417105824680321114 Total342655313618420170449732 Percent48.6% 56.8% 51.4% 43.2% Day Total 8957 7819 16776 Peak06:45 04:45 07:45 03:00 07:30 04:00 Vol.775 873 954 676 1671 1452 P.H.F.0.910 0.925 0.946 0.849 0.958 0.981 Page 3 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 01-Mar- StartWBEBCombined 13 TimeA.M.P.M.A.M.P.M.A.M.P.M.Fri 12:001411349718210 12:1581090898198 12:30112051176237 12:45124128470413131434537259904 01:00214271069248 01:1521013885189 01:30211751037220 01:4541011747701588385425205862 02:00113121113242 02:15315021095259 02:30313014287 157 02:4531014555671251210222801068 135 1338 03:0001451 193 03:15016311321 158 03:30615921408299 03:4539186653481376287173231281 04:00518041399319 04:1581641115219 316 04:307914716 205352 04:4562673773113357113571308 188321 05:0012913521 218353 05:15222011342303 190 05:30351962513260328 05:457214117577936901144941082312891273 06:007019945114115313 06:1511516173105188266 06:3014014310593245236 06:451374621126151153381214332528002331048 07:009814987331185 182 07:157718567355144 170 8418957141 07:30 194383 07:4575168327737462571488114584 205214419 08:001586338101 237395 08:15170542983 211381 08:30128522733679 208 08:451536095222116281832126315142784347 09:001425713243274100 09:15106551583026485 09:30118431362225465 09:451234894319812955531126252104474324 10:00106451062021265 10:151028010425206105 10:3097511161821369 10:451104152820494420167920483544283 11:0079281001517943 11:15107181222122939 11:3090161242421440 11:451304061577123469147425387529151 Total335253143506411968589433 Percent48.9% 56.3% 51.1% 43.7% Day Total 8666 7625 16291 Peak07:00 04:30 07:45 02:30 07:30 04:15 Vol.751 801 870 643 1578 1342 P.H.F.0.916 0.919 0.918 0.833 0.942 0.950 Page 4 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 02-Mar- StartWBEBCombined 13 TimeA.M.P.M.A.M.P.M.A.M.P.M.Sat 12:00101041510025204 12:1511118611317231 12:307121310110222 12:455331274709331104241466237894 01:00412131197240 01:15410921136222 01:308122210110223 01:4562247229100433831905 120220 02:00121053 127232 02:15331216 131252 02:30213 124121245 02:45069747939452315202931 105 1231 03:0011080 123 03:15211724240 123 03:3031271994226 03:456121234752592437817215912 04:0019731134210 04:15110661027208 04:30410541078212 04:4541010341131687409726190820 05:0058431108194 05:1559869511193 05:30138146917150 05:4513361003631730813553066181718 06:002091136933160 06:152686186544151 06:303978266365141 06:45441299034533906426177219154606 07:004256295571111 07:15596539329897 07:306356394010296 07:456022440217541614917611438589393 08:00455036328182 08:157144552012664 08:307444572013164 08:45772673217095243219317251053263 09:005358681512173 09:1581628242163104 09:307953692614879 09:459230541214973163311618962174330 10:007344953016874 10:156927862515552 10:3094271041719844 10:4510834439137115400138522374452222 11:00422466 103100203 11:15352358 106102208 11:30151732 95117212 41516108449168086432188 11:45 111130241 Total180338611761332135647182 Percent50.6% 53.8% 49.4% 46.2% Day Total 5664 5082 10746 Peak11:00 01:45 11:00 02:30 11:00 01:45 Vol.415 502 449 472 864 949 P.H.F.0.935 0.958 0.863 0.959 0.896 0.941 Page 5 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 03-Mar- StartWBEBCombined 13 TimeA.M.P.M.A.M.P.M.A.M.P.M.Sun 12:001386118724173 12:15888616197 111 12:3015411119 137248 12:458444484271143981271846 114228 01:00361029 105207 01:15510759210 199 01:3049801024200 01:453151274377181033991033230836 02:0039941147213 02:1511012853186 02:3041120874199 02:4521010842006393216215813 107 7204 03:0041003 104 03:15010300215 112 03:30210113217 116 03:45171084120492424111200836 04:0031150833198 04:15211631105226 04:3009731033200 04:45611904180684380617174798 05:000673653132 05:1531014717172 05:30107927212151 05:45152868315615682762143136591 06:00959125021109 06:15186485626120 06:302970174446114 06:4522788027316535220238131132475 07:003669223358102 07:154955124761102 07:30374530376782 07:4536158452142690361536224881367 08:00305127245775 08:15404526236668 08:30412852289356 08:45491603515989194179213835452251 09:004034692510959 09:155229592211151 09:307718481312531 09:4562231189967243117112947429170 10:00651676814124 10:15767841616023 10:3015881126 84172 10:4534010483376416771689 11589204 11:0061622 8585170 11:1512517 8687173 11:3078261678 89 11:457632542483344431159669855 Total140732671337286027446127 Percent51.3% 53.3% 48.7% 46.7% Day Total 4674 4197 8871 Peak10:30 00:15 10:45 02:45 10:30 00:30 Vol.370 467 350 439 719 882 P.H.F.0.804 0.852 0.983 0.946 0.881 0.889 Page 6 Massachusetts Avenue (Route 2A) QSFDJTJPO east of Marrett Street EBUB City, State: Lexington, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 A Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 04-Mar- StartWBEBCombined 13 TimeA.M.P.M.A.M.P.M.A.M.P.M.Mon 12:0099029811188 12:15312211034225 12:3021103825192 12:451151134351777360222190795 01:0031300743204 01:1511355926227 01:301970881185 01:45161134752785339313198814 02:0021161853201 02:1501302822212 02:30013411431277 02:45131525321511342328265955 03:00115412322 168 03:15112923287 158 03:30114323301 158 03:4547162588386317153091219 147 04:005173613311306 04:156165713813303 04:307178613913317 04:45422738123112953916531277 222351 05:00301015040 203353 05:15261913545 239374 05:30463913085 229359 05:4573175183854361041265411092793091395 06:007217349109121282 06:1510116383103184266 06:301441568893232249 06:45187504133625143363883933308672211018 07:0018411615073334189 07:151638919684359173 07:307450124 161217378 07:457025733677238245147495581 194209403 08:005849107 184236420 08:15533891 168248416 08:30140472161935666 08:451466383719519589535141341153372336 09:00112481602427272 09:15121491442426573 09:30106441172122365 09:458742630171106527309919395360270 10:0091301001719147 10:159322961718939 10:308313851116824 10:4577344178291372135816871630140 11:0088141051319327 11:1510611951120122 11:30925881218017 11:451033891343813698441847582187 Total323150743460381366918887 Percent48.3% 57.1% 51.7% 42.9% Day Total 8305 7273 15578 Peak07:30 04:45 07:30 03:00 07:30 04:45 Vol.707 893 910 631 1617 1437 P.H.F.0.911 0.934 0.917 0.939 0.963 0.961 Page 7 898374273585700496357384406457401385503446555656513460560357230219135102Vol.80092072793576389875181841544934034470289558970015:00Vol.855647859514871676779628479452448424854631699555 2110247767536697AM Peak07:0008:0007:0008:0007:0008:0007:0008:0011:0011:0010:0011:0007:0008:0007:0008:00 165181518616776162911074688711557814277 133213 A VolumePage 1 Site Code: TBA Week Average EB 14277 24121019119589511442383459523699311181109557580 17:00 WB 1577822311047728955273693396315412458258 355043633443724353605324237385396253931951419944727315:00 EB 04-Mar-13 15578 6717570263842638947558885433617143830517:00 WB 442710641167853243337344398399424276153484115:00 1815901601944203934183802732021599271314197 EB 03-Mar-13 8871 12:00 1572815823134032544843741231521499244674 WB 33339695101612990161267243316344400449470424433452437411409355345261176170931161378514:00 30805082 EB 02-Mar-13 10746 22430541547247947536321721410814:00 2212365664 WB Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Fnbjm;!ebubsfrvftutAqejmmd/dpn 241315101282631904623387378185554154204694704343855565126287375714946154332572211261262047974762515:00 EB JOEVTUSJFT-!MMD 01-Mar-13 EBUB QSFDJTJPO 16291 914175160948940647765377932719817:00 10778666 WB 15:00 2414691610232410251034480889859234438741749643440955144367683861450763641228027516611811384587819 EB 28-Feb-13 16776 ADTADT 14,281AADT 14,281 15976367051538646263787139620017:00 1310568957 WB 16382227765916:00 12610129345534778893561435834237239835832045843244351448774838424026915694397116 EB 27-Feb-13 15186 81514072760855336142131071285931820131807017:00 WB Massachusetts Avenue (Route 2A) 12:00 AM1314502:0096704:00203010506:0048237873992062410:0035242842412:00 PM47940141202:0052546964704:0074056556006:0068141626008:0024617210:001036615:00 87477782 EB Client: Toole Design/ C. Fink 26-Feb-13 16518 City, State: Lexington, MA east of Marrett Street 91315180008:0062757440247058685536618647873617:00 WB Total Comb. Day Total PM Peak 01:0003:0005:0007:0009:0011:0001:0003:0005:0007:0009:0011:00 Start Time Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/13/1 201000000000001 01:0001000000000001 02:0001000000000001 03:0000000000000000 04:0013000000000004 05:00081001000000010 06:000627000000000069 07:000155112300100000172 08:000225210030100000250 09:000117221100000000141 10:000535131020000065 11:000444110020000052 12 PM07215030000000090 13:0005010010000000061 14:0005412141000000072 15:001115272300100000149 16:000185281310000000218 17:000178150110000000195 18:000142130000000000155 19:000557010000000063 20:000422010000000045 21:000350000000000035 22:000141000000000015 23:0005000000000005 Total21617201925807000001869 Percent0.1%86.5%10.8%0.5%1.3%0.4%0.0%0.4%0.0%0.0%0.0%0.0%0.0% AM 04:0008:0009:0007:0007:0008:0010:0008:00 Peak Vol.122522233 2 250 PM 15:0016:0016:0015:0014:0014:0015:0016:00 Peak Vol.118528241 1 218 Page 1 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/14/1 205000000000005 01:0000000000000000 02:0000000000000000 03:0000000000000000 04:0014000000000005 05:0006000000100007 06:0004610010000000057 07:001174201310000000200 08:001243260200100000273 09:000123191010100000145 10:0007519140000000099 11:0017316010000000091 12 PM0108283410100000145 13:001102182310200000129 14:001111200000000000132 15:000123270310000000154 16:000170270200100000200 17:000186290200000000217 18:001135180100000000155 19:000497000000000056 20:000433000000000046 21:000303000000000033 22:000194000000000023 23:000111000000000012 Total71836295826506100002184 Percent0.3%84.1%13.5%0.4%1.2%0.2%0.0%0.3%0.0%0.0%0.0%0.0%0.0% AM 04:0008:0008:0007:0010:0007:0008:0005:0008:00 Peak Vol.124326141 11 273 PM 13:0017:0017:0012:0012:0012:0013:0017:00 Peak Vol.118629341 2 217 Page 2 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/15/1 205000000000005 01:0000000000000000 02:0001000000000001 03:0001000000000001 04:0013000000000004 05:0009000000000009 06:0006110010000000072 07:001153132200010000172 08:003201273100001000236 09:000101180000000000119 10:0007112120000000086 11:0006210000000000072 12 PM082170110000000101 13:000606010000000067 14:0006316140000000084 15:000115283100000000147 16:000166300510000000202 17:000178240010200000205 18:000124170110000000143 19:000553000000000058 20:000374010000000042 21:000233000000000026 22:000251000000000026 23:000101000000000011 Total516062401020402110001889 Percent0.3%85.0%12.7%0.5%1.1%0.2%0.0%0.1%0.1%0.1%0.0%0.0%0.0% AM 08:0008:0008:0008:0007:0007:0008:0008:00 Peak Vol.32012732 11 236 PM 17:0016:0015:0016:0012:0017:0017:00 Peak Vol. 17830351 2 205 Page 3 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/16/1 205000000000005 01:0000200000000002 02:0002000000000002 03:0002100000000003 04:0002000000000002 05:000122000000000014 06:0004310000000000053 07:000150142300010000170 08:004214270100000000246 09:00091130200100000107 10:001669100010000078 11:000606021000000069 12 PM06712010010000081 13:0036010040000000077 14:00086131100000000101 15:000115193210000000140 16:001159200510000000186 17:001206130200000000222 18:000166150200000000183 19:000411010000000043 20:000206000000000026 21:000230000000000023 22:000262000000000028 23:0004000000000004 Total101620195726303100001865 Percent0.5%86.9%10.5%0.4%1.4%0.2%0.0%0.2%0.1%0.0%0.0%0.0%0.0% AM 08:0008:0008:0007:0007:0011:0009:0007:0008:00 Peak Vol.421427231 11 246 PM 13:0017:0016:0015:0016:0015:0012:0017:00 Peak Vol.320620351 1 222 Page 4 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/17/1 20110000000000011 01:0003000000000003 02:0002000000000002 03:0000000000000000 04:0001000000000001 05:0004000000000004 06:00191000000000011 07:000273010000000031 08:002709010000000082 09:001116140100000000132 10:000107140100000000122 11:000117150000000000132 12 PM012770200000000136 13:006122120300000000143 14:004130190100000000154 15:00094140100000000109 16:000527000000000059 17:000622000010000065 18:000398000000000047 19:000190000000000019 20:000143000000000017 21:000181000000000019 22:000191000000000020 23:00092000000000011 Total141172132011001000001330 Percent1.1%88.1%9.9%0.0%0.8%0.0%0.0%0.1%0.0%0.0%0.0%0.0%0.0% AM 08:0011:0011:0007:0009:00 Peak Vol.211715 1 132 PM 13:0014:0014:0013:0017:0014:00 Peak Vol.613019 3 1 154 Page 5 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/18/1 207200000000009 01:0005000000000005 02:0004000000000004 03:0004000000000004 04:0000000000000000 05:0001000000000001 06:00082000000000010 07:000162000000000018 08:000333000000000036 09:000365000000000041 10:003474020000000056 11:003413001000000048 12 PM16810000000000079 13:005639000000000077 14:003678000010000079 15:0025312000000000067 16:000568010000000065 17:000407020000000049 18:000233020000000028 19:000213000000000024 20:000182000000000020 21:000102000000000012 22:0006200000000008 23:0006200000000008 Total17633890710100000748 Percent2.3%84.6%11.9%0.0%0.9%0.1%0.0%0.1%0.0%0.0%0.0%0.0%0.0% AM 10:0010:0009:0010:0011:0010:00 Peak Vol.3475 21 56 PM 13:0012:0015:0017:0014:0012:00 Peak Vol.56812 2 1 79 Page 6 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/19/1 203000000000003 01:0003000000000003 02:0000000000000000 03:0000000000000000 04:0011100000000003 05:000102000000000012 06:000507020000000059 07:002158103400101000179 08:001239240200000000266 09:00082210120000000106 10:000629020000000073 11:0004312020000000057 12 PM15717020001000078 13:0024513040000000064 14:0004711010000000059 15:001113334400000000155 16:000153350400000000192 17:000167190100000000187 18:000115180000000000133 19:000524020000000058 20:000328000000000040 21:000123000000000015 22:000111000000000012 23:0003000000000003 Total81458248731201110001757 Percent0.5%83.0%14.1%0.4%1.8%0.1%0.0%0.1%0.1%0.1%0.0%0.0%0.0% AM 07:0008:0008:0007:0007:0009:0007:0007:0008:00 Peak Vol.223924342 1 1 266 PM 13:0017:0016:0015:0013:0012:0016:00 Peak Vol.21673544 1 192 Total9942140041146230214200011642 Page 7 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/13/1 204000000000004 01:0002000000000002 02:0000000000000000 03:0000100000000001 04:0002100000000003 05:000134020000000019 06:00099190100000000119 07:001278391500000000324 08:000263340100000000298 09:000139191200300000164 10:000528250000000067 11:0006420000000000084 12 PM05414000000000068 13:000449031010000058 14:00093172300200000117 15:000204332210000000242 16:001321350200000000359 17:001358330000000000392 18:000196290100000000226 19:000778100000000086 20:000273000000000030 21:000351010000000037 22:001112000000000014 23:0003000000000003 Total42339329928206000002717 Percent0.1%86.1%12.1%0.3%1.0%0.1%0.0%0.2%0.0%0.0%0.0%0.0%0.0% AM 07:0007:0007:0010:0007:0009:0007:00 Peak Vol.12783925 3 324 PM 16:0017:0016:0014:0013:0013:0014:0017:00 Peak Vol.135835231 2 392 Page 8 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/14/1 202000000000002 01:0000000000000000 02:0000000000000000 03:0000000000000000 04:0002100000000003 05:000152010000000018 06:00089170200000000108 07:001273512700000000334 08:001273450200100000322 09:001151281300000000184 10:00078220200100000103 11:00073281100000000103 12 PM1111261100000000140 13:001127232000100000154 14:00094301200000000127 15:002204240200000000232 16:002258302200100000295 17:000328290200000000359 18:001204350100000000241 19:0008311000000000094 20:000383000000000041 21:000181000000000019 22:000133000000000016 23:0002000000000002 Total1024364091028004000002897 Percent0.3%84.1%14.1%0.3%1.0%0.0%0.0%0.1%0.0%0.0%0.0%0.0%0.0% AM 07:0007:0007:0007:0007:0008:0007:00 Peak Vol.12735127 1 334 PM 15:0017:0018:0013:0014:0013:0017:00 Peak Vol.23283522 1 359 Page 9 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/15/1 203000000000003 01:0000000000000000 02:0000000000000000 03:0000000000000000 04:0001100000000002 05:000183010000000022 06:00092180200000000112 07:000307362600000000351 08:000247400600100000294 09:000111201200000000134 10:0006214110000000078 11:0006216020000000080 12 PM07516110020000095 13:0005613030000000072 14:00081162300100000103 15:000180283500000000216 16:000299370400000000340 17:001322320200000000357 18:000185251000000000211 19:000577010000000065 20:000315000000000036 21:000305000000000035 22:000111000000000012 23:0001000000000001 Total122313331139004000002619 Percent0.0%85.2%12.7%0.4%1.5%0.0%0.0%0.2%0.0%0.0%0.0%0.0%0.0% AM 07:0008:0007:0007:0008:0007:00 Peak Vol. 3074026 1 351 PM 17:0017:0016:0015:0015:0012:0017:00 Peak Vol.13223735 2 357 Page 10 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/16/1 204100000000005 01:0000000000000000 02:0001000000000001 03:0000200000000002 04:0004100000000005 05:000165010000000022 06:00089160300000000108 07:000275371400000000317 08:001222320700010000263 09:00090182200000000112 10:0006412100000000077 11:0007611120000000090 12 PM07311011000000086 13:0026012020010000077 14:00085130200100000101 15:000217172200000000238 16:000257290200100000289 17:000267240000100000292 18:00195170200000000115 19:000446010000000051 20:000334000000000037 21:001242000000000027 22:000181000000000019 23:000112000000000013 Total52025273731104100002347 Percent0.2%86.3%11.6%0.3%1.3%0.0%0.0%0.2%0.0%0.0%0.0%0.0%0.0% AM 08:0007:0007:0009:0008:0008:0007:00 Peak Vol.12753727 1 317 PM 13:0017:0016:0015:0013:0012:0013:0017:00 Peak Vol.226729221 1 292 Page 11 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/17/1 201000000000001 01:0003000000000003 02:0000000000000000 03:0002000000000002 04:0001000000000001 05:0002001000000003 06:000102000000000012 07:000327000000000039 08:0005312030010000069 09:000106180200000000126 10:00096160000100000113 11:001111140300000000129 12 PM0119150000000000134 13:002111190200000000134 14:000101180000000000119 15:000104140300000000121 16:0007311000000000084 17:000588000000000066 18:000363200000000041 19:000365000000000041 20:000235000000000028 21:000233000000000026 22:00082000000000010 23:001131000000000015 Total41122173214002000001317 Percent0.3%85.2%13.1%0.2%1.1%0.0%0.0%0.2%0.0%0.0%0.0%0.0%0.0% AM 11:0011:0009:0008:0008:0011:00 Peak Vol.111118 3 1 129 PM 13:0012:0013:0018:0015:0012:00 Peak Vol.21191923 134 Page 12 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/18/1 203000000000003 01:0001000000000001 02:0001000000000001 03:0001000000000001 04:0000000000000000 05:0003000000000003 06:000101000000000011 07:000133000000000016 08:000203010000000024 09:000395010000000045 10:0005711000000000068 11:001529000000000062 12 PM0737040000000084 13:0018013010000000095 14:0006113020000000076 15:0006110010000000072 16:0005713010000000071 17:002365000000000043 18:000296000000000035 19:000255000000000030 20:000212000000000023 21:001170000000000018 22:0006001000000007 23:0001000000000001 Total566710601200000000790 Percent0.6%84.4%13.4%0.0%1.5%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% AM 11:0010:0010:0008:0010:00 Peak Vol.15711 1 68 PM 17:0013:0013:0012:0013:00 Peak Vol.28013 4 95 Page 13 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/19/1 203000000000003 01:0002000000000002 02:0000200000000002 03:0000000000000000 04:0002200000000004 05:000191020000000022 06:00091130200000000106 07:001295391500100000342 08:000243510510030000303 09:000125251400010000156 10:001537010000000062 11:0005918022000000081 12 PM17915040000000099 13:0007410031001000089 14:00080221512000000111 15:000180251700100000214 16:001243491200100000297 17:003281341200000000321 18:002221280300000000254 19:0007112020000000085 20:000372000000000039 21:000202000000000022 22:00084010000000013 23:0004000000000004 Total92190361650523500002631 Percent0.3%83.2%13.7%0.2%1.9%0.2%0.1%0.1%0.2%0.0%0.0%0.0%0.0% AM 07:0007:0008:0007:0007:0011:0007:0008:0007:00 Peak Vol.129551152 13 342 PM 17:0017:0016:0014:0015:0013:0014:0015:0013:0017:00 Peak Vol.328149171211 321 Total1301019844520282236000015318 Page 14 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/13/1 200001000000001*32 01:0000000000010001*57 02:0000000001000001*47 03:0000000000000000** 04:0000012100000004*32 05:000011322100000103335 06:00000119435100000693936 07:0000187675120000001723835 08:0000118103101243000002503835 09:0000076854120000001413835 10:000012203111000000653936 11:0005225299000000523933 12 PM001531438200000903835 13:000002173111000000614036 14:00010524319200000723935 15:0000256064171000001493835 16:000111811374101000002183734 17:0000428976132000001953633 18:0000118785431000001553733 19:00000321316200000633936 20:00000113235300000454037 21:00000110186000000353936 22:000000365100000154238 23:00010010300000054133 %0.0%0.4%0.8%6.7%40.9%41.3%8.6%1.1%0.0%0.1%0.0%0.0%0.0% AM 05:0008:0008:0008:0008:0008:0001:0008:00 Peak Vol.1181031012431250 Midday 11:0011:0012:0012:0012:0013:0012:0012:00 Peak Vol.525314311290 PM 16:0017:0017:0016:0016:0015:0020:0016:00 Peak Vol.142811374173218 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 38 MPH 95th Percentile : 41 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 1384 Percent in Pace : 74.1% Number of Vehicles > 35 MPH : 799 Percent of Vehicles > 35 MPH : 42.7% Mean Speed(Average) : 35 MPH Page 1 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/14/1 200001220000005*38 01:0000000000000000** 02:0000000000000000** 03:0000000000000000** 04:0000021110000005*33 05:0000112210000007*33 06:00000217289100000574036 07:00003236680262000002003935 08:000001892131302000002733935 09:0000087154120000001453834 10:000004235218200000994037 11:000114323514400000914035 12 PM00143482240000001454036 13:0000065353170000001293935 14:0001054666122000001323935 15:0000063689194000001543936 16:0000096796262000002003936 17:00003248192161000002173834 18:0000146566163000001553935 19:00000422197310000564036 20:00000019215100000463936 21:0000007195200000334137 22:000100674410000234638 23:000000163110000124140 %0.0%0.1%0.5%5.7%34.0%45.8%12.2%1.6%0.1%0.0%0.0%0.0%0.0% AM 07:0007:0008:0008:0008:0007:0008:00 Peak Vol.32392131302273 Midday 11:0011:0013:0013:0012:0012:0011:0012:00 Peak Vol.1165382244145 PM 22:0017:0017:0017:0016:0016:0015:0019:0017:00 Peak Vol.132481962641217 % iles15th Percentile : 30 MPH 50th Percentile : 35 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 1593 Percent in Pace : 72.9% Number of Vehicles > 35 MPH : 1094 Percent of Vehicles > 35 MPH : 50.1% Mean Speed(Average) : 35 MPH Page 2 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/15/1 200001121000005*40 01:0000000000000000** 02:0000000100000001*37 03:0000000001000001*47 04:0000002200000004*34 05:00000134100000093735 06:00001617426000000723835 07:0000165081322000001724036 08:00001670133250000012363936 09:0000022469195000001194037 10:000034154020400000864137 11:00001184116500000724238 12 PM00042656140100001013936 13:000001183213210000674037 14:000001233919200000844037 15:0000364759320000001474036 16:00030116199253000002023935 17:00001228973173000002053834 18:0000073977191000001433936 19:00000115338001000583937 20:00000311207100000424036 21:0000003157100000264138 22:0000009116000000264036 23:000000152300000114540 %0.0%0.2%0.6%4.3%28.2%49.4%15.4%1.8%0.1%0.1%0.0%0.0%0.1% AM 06:0006:0008:0008:0007:0009:0008:0008:00 Peak Vol.16701333251236 Midday 11:0012:0012:0012:0014:0011:0012:0012:00 Peak Vol.1426561951101 PM 16:0015:0017:0017:0016:0015:0016:0019:0017:00 Peak Vol.332289993231205 % iles15th Percentile : 30 MPH 50th Percentile : 35 MPH 85th Percentile : 40 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 1372 Percent in Pace : 72.7% Number of Vehicles > 35 MPH : 1057 Percent of Vehicles > 35 MPH : 56.0% Mean Speed(Average) : 36 MPH Page 3 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/16/1 2000001400000054241 01:0000001100000002*34 02:0000002000000002*32 03:0000001110000003*37 04:0000001100000002*34 05:000001128200000144440 06:000003162212000000534036 07:00000125583163100001703935 08:0000211112106150000002463834 09:0000063753101000001073935 10:000017193910200000783936 11:00000915339300000694036 12 PM001535327100000813835 13:0001243413200000774036 12 14:0000024041153000001014036 15:00001133858264000001404036 16:00000137186151000001863835 17:00105348486120000002223733 18:00001126885161000001833835 19:0000027257200000434037 20:0000009104300000264237 21:0000019111010000233735 22:0000015108310000284339 23:0000002110000004*36 %0.1%0.1%0.7%7.1%35.0%44.0%11.3%1.7%0.2%0.0%0.0%0.0%0.0% AM 08:0007:0008:0008:0007:0007:0007:0008:00 Peak Vol.2121121061631246 Midday 13:0013:0011:0014:0014:0014:0011:0014:00 Peak Vol.1294041153101 PM 17:0017:0017:0017:0016:0015:0015:0021:0017:00 Peak Vol.153484862641222 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 1339 Percent in Pace : 71.8% Number of Vehicles > 35 MPH : 893 Percent of Vehicles > 35 MPH : 47.9% Mean Speed(Average) : 35 MPH Page 4 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/17/1 20000461000000113836 01:0000102000000003*29 02:0000000101000002*42 03:0000000000000000** 04:0000000010000001*42 05:0000012100000004*32 06:001000262000000113933 07:00000110126200000314137 08:00000138349000000823835 09:000006526490100001323835 10:0000115057130000001223935 11:0000185553150000001323935 12 PM0006645961000001363735 13:0004113566090000001433833 14:0000811636480000001543734 15:000017494282000001093835 16:00001324207400000594035 17:00012924218000000653933 18:000002102011400000474238 19:0000006102100000193836 20:000000583100000174037 21:000000675100000194237 22:0000026110100000203735 23:000001352000000113936 %0.1%0.4%1.2%5.4%39.9%42.2%9.4%1.4%0.1%0.0%0.0%0.0%0.0% AM 06:0001:0009:0009:0009:0008:0007:0009:0009:00 Peak Vol.1165264921132 Midday 13:0014:0013:0012:0014:0011:0012:0014:00 Peak Vol.48136464151154 PM 17:0017:0017:0015:0015:0018:0016:0015:00 Peak Vol.1294942114109 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 38 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 982 Percent in Pace : 73.8% Number of Vehicles > 35 MPH : 590 Percent of Vehicles > 35 MPH : 44.4% Mean Speed(Average) : 35 MPH Page 5 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/18/1 2000023400000094138 01:00000003200000053839 02:0000001210000004*37 03:0000002101000004*37 04:0000000000000000** 05:0000001000000001*32 06:000001251100000103837 07:000001149300000184440 08:0000118214100000363936 09:0000108247010000414037 10:001043102414000000564135 11:00004017231201000483735 12 PM0121213419100000794136 13:000141124018100000774136 14:000014183817010000794036 15:000013183212100000674036 16:000002183410100000654036 17:00000218215300000494036 18:0000112177000000284137 19:000000795210000244238 20:0000006103100000204037 21:000000352110000123939 22:00000113210000083838 23:00000023210000083838 %0.1%0.3%2.5%2.8%23.8%47.6%19.4%2.8%0.5%0.1%0.0%0.0%0.0% AM 08:0006:0008:0009:0007:0007:0009:0009:00 Peak Vol.1182493141 Midday 12:0011:0014:0012:0013:0012:0011:0014:0011:0012:00 Peak Vol.14421401921179 PM 15:0015:0015:0016:0015:0017:0019:0015:00 Peak Vol.131834123167 % iles15th Percentile : 31 MPH 50th Percentile : 36 MPH 85th Percentile : 41 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 32-41 MPH Number in Pace : 520 Percent in Pace : 69.5% Number of Vehicles > 35 MPH : 448 Percent of Vehicles > 35 MPH : 59.8% Mean Speed(Average) : 36 MPH Page 6 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/19/1 200000210000003*39 01:0000001200000003*35 02:0000000000000000** 03:0000000000000000** 04:0000000210000003*39 05:000001452000000123935 06:000001163110010000594037 07:00100116577214000001793935 08:000001492137193100002663835 09:0000012956191000001064037 10:00001214439400000734037 11:00000382817100000574137 12 PM0003233614101000784036 13:000112202510401000644136 14:000013113212000000594036 15:0000753478264100001554036 16:00017137087131000001923834 17:00000149066161000001873834 18:000004476985000001333836 19:00000417238600000584137 20:0000004258300000404138 21:000000384000000154137 22:000101271000000123833 23:0000001110000003*37 %0.1%0.2%1.0%4.7%31.4%47.8%12.5%2.2%0.2%0.1%0.0%0.0%0.0% AM 07:0008:0008:0008:0007:0007:0006:0008:00 Peak Vol.114921372141266 Midday 13:0013:0011:0012:0012:0011:0013:0012:0012:00 Peak Vol.1132336174178 PM 16:0015:0017:0017:0016:0015:0019:0015:0016:00 Peak Vol.171490872661192 % iles15th Percentile : 30 MPH 50th Percentile : 35 MPH 85th Percentile : 39 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 1280 Percent in Pace : 72.9% Number of Vehicles > 35 MPH : 922 Percent of Vehicles > 35 MPH : 52.5% Mean Speed(Average) : 36 MPH Page 7 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/13/1 200002200000004*34 01:0000002000000002*32 02:0000000000000000** 03:0000000100000001*37 04:0000001200000003*35 05:0000015121000000193835 06:0000021774233000001194037 07:005427102174264000003243835 08:00012787167313000002983936 09:0000115588181000001643936 10:00000523327000000673835 11:00012336375000000843834 12 PM001417359200000683936 13:00000621274000000583835 14:0000083950155000001174036 15:00132989103323000002423935 16:0001021179128273000003593834 17:0000038194131245000003923834 18:00005138394255100002263935 19:000005353313000000863935 20:0000061374000000303834 21:0000139203100000373835 22:000000446000000144138 23:00000003000000033637 %0.2%0.4%0.6%5.1%37.3%45.0%10.0%1.3%0.0%0.0%0.0%0.0%0.0% AM 07:0007:0007:0007:0007:0007:0008:0007:0007:00 Peak Vol.5427102174314324 Midday 11:0011:0014:0014:0014:0014:0014:0014:00 Peak Vol.1283950155117 PM 15:0015:0018:0017:0017:0017:0015:0017:0018:0017:00 Peak Vol.135381941313251392 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 2011 Percent in Pace : 74.0% Number of Vehicles > 35 MPH : 1275 Percent of Vehicles > 35 MPH : 46.9% Mean Speed(Average) : 35 MPH Page 8 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/14/1 200001100000002*34 01:0000000000000000** 02:0000000000000000** 03:0000000000000000** 04:0000021000000003*29 05:000001872000000183835 06:0000032955192000001084036 07:00023875192512100003343936 08:00000895163515000003224036 09:0000065893223200001843936 10:0001023553120000001033935 11:0000053649130000001033935 12 PM00175159202000001403935 13:0001065671182000001543935 14:00002104359121000001273835 15:000011374111294000002323936 16:00000692160316000002953936 17:0001235131159282100003593835 18:00010463129383201002414037 19:0001112274013000000943934 20:00000112224020000413937 21:0000005103100000194037 22:000000375100000164238 23:0000002000000002*32 %0.0%0.2%0.3%4.5%31.0%49.7%12.8%1.2%0.3%0.0%0.0%0.0%0.0% AM 07:0007:0007:0008:0007:0007:0008:0009:0007:00 Peak Vol.238951925152334 Midday 13:0014:0014:0013:0013:0012:0012:0013:00 Peak Vol.12105671202154 PM 17:0017:0017:0017:0016:0018:0016:0018:0018:0017:00 Peak Vol.123513116038621359 % iles15th Percentile : 30 MPH 50th Percentile : 35 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 2156 Percent in Pace : 74.4% Number of Vehicles > 35 MPH : 1542 Percent of Vehicles > 35 MPH : 53.2% Mean Speed(Average) : 36 MPH Page 9 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/15/1 200002100000003*34 01:0000000000000000** 02:0000000000000000** 03:0000000000000000** 04:0000002000000002*32 05:0000005134000000223937 06:0000012961201000001124037 07:004031076192615000003514036 08:00010572166481100002944036 09:0000032471351000001344137 10:000024243311400000784036 11:000103204412000000803936 12 PM0017304412010000953935 13:000126163114200000724035 14:0000282945190000001034035 15:0000387395334000002163936 16:000006114171490000003403936 17:0000112155155322000003573835 18:00000562111294000002113936 19:00001415368100000653936 20:00000110195100000364036 21:0000019187000000354036 22:000013241100000123734 23:0000001000000001*32 %0.2%0.1%0.6%3.3%29.4%50.0%15.3%1.0%0.1%0.0%0.0%0.0%0.0% AM 07:0008:0007:0007:0007:0007:0007:0007:0008:0007:00 Peak Vol.41310761926151351 Midday 11:0013:0014:0012:0014:0014:0013:0012:0014:00 Peak Vol.12830451921103 PM 15:0017:0017:0016:0016:0015:0017:00 Peak Vol.312155171494357 % iles15th Percentile : 30 MPH 50th Percentile : 35 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 1939 Percent in Pace : 74.0% Number of Vehicles > 35 MPH : 1453 Percent of Vehicles > 35 MPH : 55.5% Mean Speed(Average) : 36 MPH Page 10 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/16/1 200011210000005*35 01:0000000000000000** 02:0000000001000001*47 03:0000000002000002*47 04:00000002300000054140 05:000001993000000223835 06:0000002562183000001084037 07:00333689160476000003173935 08:000101274146273000002633936 09:0000082856182000001124036 10:00000526397000000773835 11:00000636389100000903835 12 PM002631407000000863835 13:000113412110000000773834 14:0000012285551000001013835 15:00113965124322100002383936 16:000011990138401000002893935 17:000005108140354000002923936 18:0001154050162000001153935 19:00000317256000000513935 20:00001213147000000374035 21:0000041282100000273734 22:000003490300000193836 23:000003451000000133734 %0.2%0.3%0.5%4.8%31.6%48.7%12.5%1.4%0.0%0.0%0.0%0.0%0.0% AM 07:0007:0007:0008:0007:0007:0007:0007:0007:00 Peak Vol.3331289160476317 Midday 13:0012:0014:0013:0014:0013:0011:0014:00 Peak Vol.12124155101101 PM 15:0015:0015:0016:0017:0017:0016:0017:0015:0017:00 Peak Vol.113191081404041292 % iles15th Percentile : 30 MPH 50th Percentile : 35 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 1731 Percent in Pace : 73.8% Number of Vehicles > 35 MPH : 1222 Percent of Vehicles > 35 MPH : 52.1% Mean Speed(Average) : 35 MPH Page 11 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/17/1 200001000000001*32 01:0000101010000003*32 02:0000000000000000** 03:0000001100000002*34 04:0000000100000001*37 05:0000002100000003*34 06:000000822000000123435 07:00000017193000000393835 08:000002272415100000694036 09:0000174956112000001263835 10:0000034947140000001133935 11:0000065254161000001293935 12 PM00212585290100001343834 13:0001294260191000001343935 14:00000104649140000001193935 15:0000217514740000001213733 16:00000828426000000843835 17:000002223110100000664036 18:00000315167000000414035 19:00000216167000000414035 20:0000011475100000284035 21:00000011132000000263835 22:000000352000000103937 23:000001491000000153835 %0.0%0.1%0.6%6.3%39.3%41.9%11.2%0.5%0.1%0.0%0.0%0.0%0.0% AM 01:0009:0009:0009:0008:0009:0009:00 Peak Vol.174956152126 Midday 13:0012:0012:0012:0013:0013:0011:0012:0012:00 Peak Vol.121258601911134 PM 15:0015:0015:0015:0017:0017:0015:00 Peak Vol.2175147101121 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 968 Percent in Pace : 73.5% Number of Vehicles > 35 MPH : 596 Percent of Vehicles > 35 MPH : 45.3% Mean Speed(Average) : 35 MPH Page 12 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/18/1 2000030000000033132 01:0000000010000001*42 02:0000000001000001*47 03:0000000100000001*37 04:0000000000000000** 05:0000002100000003*34 06:000002630000000113532 07:0000003103000000163937 08:0000027122100000243836 09:00000021195000000453935 10:000000193315100000684037 11:00001622256110000623935 12 PM0003184615200000844037 13:000004354111310000953936 14:000014193615100000764036 15:000101193712110000724036 16:000001263112100000714036 17:00000112235110000433937 18:00000011149100000354137 19:00000112123200000303936 20:0000116123000000233935 21:0000011151000000183734 22:00001024000000073733 23:0000000100000001*37 %0.0%0.1%0.5%3.4%32.2%46.3%14.9%2.0%0.5%0.0%0.0%0.0%0.0% AM 06:0009:0009:0009:0002:0009:00 Peak Vol.221195145 Midday 11:0011:0013:0012:0012:0013:0011:0013:00 Peak Vol.163546153195 PM 15:0020:0015:0016:0015:0015:0019:0015:0015:00 Peak Vol.1112637122172 % iles15th Percentile : 30 MPH 50th Percentile : 35 MPH 85th Percentile : 40 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 573 Percent in Pace : 72.5% Number of Vehicles > 35 MPH : 426 Percent of Vehicles > 35 MPH : 53.9% Mean Speed(Average) : 36 MPH Page 13 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/19/1 200001200000003*35 01:0000001100000002*34 02:0000000011000002*44 03:0000000000000000** 04:0000001210000004*37 05:0000014125000000224037 06:0000062550232000001064037 07:000071094184452000003423936 08:000001789146483000003033936 09:0000032982357000001564137 10:000005162912000000624036 11:000028242917010000814035 12 PM0013265514000000993936 13:0000111323111300000893935 14:0001073157141000001113935 15:000001146111405100002144037 16:000321293138443200002973936 17:000001394171385000003213936 18:00002756128564100002544137 19:000002233321410100854238 20:00010110197100000394036 21:000012693100000224035 22:000000562000000133936 23:00000031000000043233 %0.0%0.2%0.6%4.5%26.9%49.3%16.6%1.6%0.2%0.0%0.0%0.0%0.0% AM 07:0008:0007:0007:0008:0009:0007:00 Peak Vol.71794184487342 Midday 14:0011:0013:0013:0014:0011:0013:0011:0014:00 Peak Vol.121132571731111 PM 16:0016:0017:0017:0017:0018:0015:0016:0019:0017:00 Peak Vol.32139417156521321 % iles15th Percentile : 30 MPH 50th Percentile : 35 MPH 85th Percentile : 40 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 32-41 MPH Number in Pace : 1894 Percent in Pace : 72.0% Number of Vehicles > 35 MPH : 1498 Percent of Vehicles > 35 MPH : 56.9% Mean Speed(Average) : 36 MPH Page 14 63111133246225132101101971081911602482611211606Vol.250324273334236351246317132129566826634219824617:00Vol.2183922173592053572222921541347995192321163261 1682819097653326132190AM Peak08:0007:0008:0007:0008:0007:0008:0007:0009:0011:0010:0010:0008:0007:0008:0007:00 123082 B VolumePage 1 Site Code: TBA 45865081450842122647153843883853 Week Average SB 3853 218471351981138374881321634634231981663 17:00 NB 20591063421567362789959111214321403912134 3302342230381892971332548522263117:00 SB 19-Nov-12 4388 3012179266106576415519218758153175716:00 NB 113101136247976657128352023179013:00 9341001645686284957243301887 SB 18-Nov-12 1538 12:00 541184156487977674924128748 NB 111320211311128269126122113129134134119121598447411728201012:00 39664126151317 SB 17-Nov-12 2647 30413213213614315410914:00 31651919111330 NB Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Fnbjm;!ebubsfrvftutAqejmmd/dpn 55021225225310831726311278779081867710110123818628929218311551263727281913234717:00 SB JOEVTUSJFT-!MMD16-Nov-12 EBUB QSFDJTJPO 4212 23170246107140222417:00 14697743231865 NB 17:00 53010042227211235129413486788010195728410321620234035714321165423635261212619 SB 15-Nov-12 4508 ADTADT 3,851AADT 3,851 01917223611914720517:00 72675826111889 NB 57108991034641231617:00 5200005318334322184103145140154132127232200295359155241941922897 SB 14-Nov-12 5081 00720027314591129154217563312218417:00 NB Client: Toole Design Group/ C. Fink south of N.Great Road (Route 2A) 12:00 AM14202:0010104:004306:006911932416410:00656712:00 PM906802:007211724239206:0015522608:00453010:001514317:00 19298845835986372717 SB 13-Nov-12 4586 City, State: Lincoln, MA 1010172250141526114921819563355186916:00 NB Bedford Road Total Comb. Day Total PM Peak 01:0003:0005:0007:0008:0009:0011:0001:0003:0004:0005:0007:0009:0011:00 Start Time Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 13-Nov- StartNBSBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Tue 12:00125221346 12:15022219241 12:30021015036 12:450122900413680535158 01:00023115138 01:1506010016 01:30119020139 01:450113611213581326119 02:00012022034 02:15115023138 02:30020032052 02:4501257200401170165189 03:000260750101 03:15039036075 03:30035061096 03:450049149117024211119391 04:0010831139 56 04:15021012 55156 04:30101011 54155 04:4524218137435937577 53127 05:0004700 106153 05:1514345142 99 05:3034347150 107 05:456106219511193921729142587 80 06:0045987112130 06:151647206436111 06:30152538505375 06:4534692415553119412268718865381 07:00291868439761 07:153018721310231 07:305091221 87137 07:45631721863324188649636149 97160 08:00101020 5884142 08:15131124 6174135 08:301169613517 66 08:452501145712983301365481475 65 09:00561449710521 09:1536751138720 09:3024736106017 09:452514173528164737533051472 10:00224245469 10:151781943612 10:30111133244 10:451565215116721426132429 11:00142151293 11:1591171262 11:30141250391 11:451552152784134213628 Total76611031085163218512735 Percent41.4% 40.3% 58.6% 59.7% Day Total 1869 2717 4586 Peak08:00 04:00 07:30 05:00 07:30 04:15 Vol.250 218 342 392 574 591 P.H.F.0.947 0.973 0.881 0.916 0.897 0.947 Page 1 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 14-Nov- StartNBSBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Wed 12:00234042276 12:15135031166 12:30140131271 12:45153614512361402772285 01:00030022052 01:15035056091 01:30037045082 01:45002712900311540058283 02:00034021055 02:15030026056 02:30027044071 02:45004113200361270077259 03:00034062096 03:150460670113 03:30028051079 03:45004615400522320098386 04:000440760120 04:1512623125 63 04:3031714116 45 04:45152000329518495 4886134 05:00213 6584149 05:1514945 116165 05:3025446 79133 05:452749217918803591125129576 06:00755128019135 06:151339206133100 06:30132930584387 06:4524573215546108422417016574396 07:00271266449356 07:1548131713430 86 1733 07:307016 88158 07:45552001556334169453431150 94149 08:00131326 6982151 08:1510791222 68147 08:3011781014921 71 08:452731246833226411485951887 65 09:0036867710315 09:1533145398623 09:30475422897 09:45291456332218411951329752 10:003042865810 10:15194344538 10:302651654210 10:452499102325103116492021139 11:00174120294 11:15264281545 11:30302271573 11:451891212361030254194214 Total88213021177172020593022 Percent42.8% 43.1% 57.2% 56.9% Day Total 2184 2897 5081 Peak08:00 04:15 07:15 04:45 07:30 04:45 Vol.273 221 350 365 605 581 P.H.F.0.961 0.850 0.931 0.787 0.957 0.880 Page 2 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 15-Nov- StartNBSBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Thu 12:00220325545 12:15019025044 12:30232020252 12:4515301010325951855196 01:00016021037 01:15016015031 01:30015017032 01:450020670019720039139 02:00017021038 02:15116032148 02:30018022040 02:4501338400281030161187 03:000400670107 03:15141037178 03:30021051072 03:450145147006121601106363 04:000510890140 04:150422822124 04:301450831128 04:4534202028634036542 64150 05:00224 4199140 05:15044 6483147 05:302911 5683139 05:4559442057223571231136562 92 06:00540118416124 06:15164720513698 06:30223326514884 06:4529722314355112252118418448354 07:002214863110845 07:1543192112440 81 712120 07:304413 77 07:45172125835166552318123 63107170 08:0071017 5194145 08:151260618 75135 08:301481923 67148 08:45432369425929411361025302078 09:004295599718 09:1524638146220 09:302772154812 09:452611942620134735462531161 10:00167232399 10:15194175369 10:302761954611 10:452486926197801243164938 11:0015790247 11:15180261441 11:30172180352 11:45227221127800149152212 Total77711121076154318532655 Percent41.9% 41.9% 58.1% 58.1% Day Total 1889 2619 4508 Peak07:45 04:45 07:15 05:00 07:45 04:45 Vol.256 225 359 357 598 576 P.H.F.0.853 0.879 0.839 0.902 0.879 0.960 Page 3 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 16-Nov- StartNBSBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Fri 12:00012124136 12:15121126247 12:30231119350 12:4525178125178641034167 01:00119016135 01:15022027049 01:30115018133 01:450221770016770237154 02:00024017041 02:15027024051 02:30121136257 02:45122910101241011353202 03:000372722109 03:152360652101 03:30035058093 03:45133214002432381575378 04:000460560102 04:151532543107 04:3014423 89133 04:4502431861528917475 90133 05:0025613 94150 05:1545537 81136 05:3036669126 60 05:455142221222512921736102514 51 06:00712321981 49 06:1510153825103 65 06:30144131314572 06:4522532818350108141157216142298 07:00321660259241 07:1539131010923 70 1012618 07:30458 81 07:45541706433176514871294 106160 08:0041519 5475129 08:158651018 57122 08:30870614 76146 08:45246626532636371125091263 59 09:004043587512 09:152073545511 09:3026525115116 09:452110772317112427382191150 10:00274223497 10:151362173413 10:302691734312 10:4512789281777619291551547 11:00221182403 11:15182217399 11:30160233393 11:45136914289011341159217 Total75111141002134517532459 Percent42.8% 45.3% 57.2% 54.7% Day Total 1865 2347 4212 Peak08:00 05:30 07:15 04:30 07:45 04:30 Vol.246 225 332 354 557 552 P.H.F.0.809 0.865 0.783 0.941 0.870 0.920 Page 4 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 17-Nov- StartNBSBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Sat 12:00533034567 12:15339129468 12:30131036167 12:45211331360113421268270 35 01:001351266 31 01:1503600 3470 01:3023624 4076 01:450336143032913406277 65 02:0010341 3872 02:150030067 37 02:300023056 33 02:451215400321191278273 46 03:00032141173 03:15039029068 03:30020032052 03:45001810912191211237230 04:00018022040 04:15112022134 04:30015022037 04:450114591118841232143 05:00116017133 05:15218019237 05:30117016133 05:450414653314663728131 06:00112113225 06:1531449723 06:30310410720 06:4541111473129417232088 07:0055413918 07:1567671214 07:308616112417 07:4512311191339104125701160 08:001381352613 08:1523114113712 08:301971893716 08:452782117246932851151445 09:0072145311 32 09:15632126018 28 09:304610 393069 09:45132219126426258645 334376 10:0031358 2556 10:1528707 3361 10:30337301638 10:45301223202511341055235730 11:00313294607 11:15382433815 11:303053356310 11:45331321112412931557261426 Total53179949881910291618 Percent51.6% 49.4% 48.4% 50.6% Day Total 1330 1317 2647 Peak09:00 02:00 09:30 00:45 09:30 01:15 Vol.132 154 131 140 262 283 P.H.F.0.846 0.837 0.762 0.875 0.862 0.931 Page 5 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 18-Nov- StartNBSBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Sun 12:00319116435 12:155119636 17 12:30000 262854 12:4519791384212163 172138 01:00202 262248 01:1511401 3044 01:30118022140 01:451519771121952640172 02:00317016333 02:15019022041 02:30127018145 02:450416791120761536155 03:00114017131 03:15114022136 03:30121018139 03:451418671115722533139 04:00018017035 04:15018016034 04:30018017035 04:450011650021710032136 05:00015019034 05:1511007117 05:3001219121 05:4501124923843242092 06:0028011219 06:151857615 06:3007512519 06:457105281115358211063 07:005529714 07:1546961312 07:304748815 07:455186241167306341354 08:0049310719 08:156354117 08:307365138 08:45193652010244232960943 09:00124115239 09:151251152310 09:3072105177 09:45104111213453182386430 10:0082154236 10:152211323 11 10:30202 131528 10:4556286827124415 241741 11:00505 151429 11:1510000 2535 11:306170131 11:451748281662113311039 Total2325162355554671071 Percent49.7% 48.2% 50.3% 51.8% Day Total 748 790 1538 Peak10:15 00:15 10:30 00:30 10:30 00:30 Vol.63 86 71 101 133 184 P.H.F.0.656 0.827 0.710 0.842 0.811 0.852 Page 6 Bedford Road QSFDJTJPO south of N.Great Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 B Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 19-Nov- StartNBSBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Mon 12:00123226349 12:15018127145 12:30120020140 12:451317780326991643177 01:00022132154 01:15313117430 01:30010021031 01:450319640219890538153 02:0009019028 02:15020029049 02:30012034046 02:4500185922291112247170 03:000370720109 03:15043041084 03:30038057095 03:45003715500442140081369 04:001430651108 04:1502592109 50 04:3011802127 47 04:45131921429727489 5293145 05:00224 4885133 05:1534058 76116 05:30344811 93137 05:4541255187722673211134122508 06:00930138722117 06:151157245735114 06:3082428693693 06:4531592213341106412547216563387 07:00222267318953 07:1540163312149 81 1314427 07:305114 93 07:4517965834288552114143 66101167 08:00101626 6387150 08:158761018 61137 08:301576823 77153 08:4565266740643035391295691279 09:003836951078 09:152334296512 09:302452364711 09:45211064152215622243262637 10:00244203447 10:15133114247 10:30244193437 10:451273112126231324135425 11:00172123295 11:15110171281 11:3081250331 11:452157032781044813807 Total7619961083154818442544 Percent41.3% 39.2% 58.7% 60.8% Day Total 1757 2631 4388 Peak07:45 04:15 07:15 04:45 07:45 04:45 Vol.267 197 362 347 607 531 P.H.F.0.867 0.947 0.896 0.933 0.909 0.916 Page 7 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/13/1 20191000000000020 01:0005100000010007 02:0002000000000002 03:0001100000000002 04:0005000000010006 05:0003612500010000054 06:001125302320000000163 07:001239271340020000277 08:000246311440110000288 09:002205261640320000249 10:000157243550120000197 11:000162282310401000201 12 PM1179290820120000222 13:001209301520130000252 14:000310369320320000365 15:0004185911310110000494 16:003457503610210000523 17:003434441010200000485 18:001525210300100000551 19:001233180000000000252 20:00015340300000000160 21:00011120100000000114 22:000572000000000059 23:000403000000000043 Total1443284793066290211630004986 Percent0.3%86.8%9.6%0.6%1.3%0.6%0.0%0.4%0.3%0.1%0.0%0.0%0.0% AM 09:0008:0008:0005:0009:0010:0011:0007:0001:0008:00 Peak Vol.224631565 421 288 PM 16:0018:0015:0014:0015:0012:0014:0013:0018:00 Peak Vol.3525599132 33 551 Page 1 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/14/1 209000000000009 01:0006200000000008 02:0006000000000006 03:0006100000000007 04:00073000000000010 05:0003711710010000057 06:000119263820300000161 07:001252253610110000290 08:006254370600111000306 09:003196250550100000235 10:000158372640100000208 11:002167354830130000223 12 PM0224315431120000271 13:0022214001220400000281 14:000269479540020000336 15:0013585901010410000434 16:000472493610120000534 17:001448540330200000511 18:002497350100300000538 19:002288270500000000322 20:001152180100010000173 21:00014690000000000155 22:000892000000000091 23:000342000000000036 Total2144155753687291241310005202 Percent0.4%84.9%11.1%0.7%1.7%0.6%0.0%0.5%0.2%0.0%0.0%0.0%0.0% AM 08:0008:0008:0005:0006:0009:0006:0011:0008:0008:00 Peak Vol.625437785 331 306 PM 13:0018:0015:0014:0013:0014:0012:0013:0012:0018:00 Peak Vol.2497599124142 538 Page 2 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/15/1 207100000010009 01:0007200000000009 02:0004000000100005 03:00092010000100013 04:00063020001000012 05:0003216700001000056 06:004120272410110000160 07:0032662301020220000308 08:003227345731130000284 09:000202362840220000256 10:000159233620030000196 11:001190343531130000241 12 PM02224221042211000286 13:000236382440330000290 14:0032665881240230000356 15:002367634620110000446 16:001462540900130000530 17:005513403410100000567 18:005440201320000000471 19:001207201100000000230 20:000179120200000000193 21:00012930100000000133 22:000574000000000061 23:000376000000000043 Total2843445614395324172830005155 Percent0.5%84.3%10.9%0.8%1.8%0.6%0.1%0.3%0.5%0.1%0.0%0.0%0.0% AM 06:0007:0009:0005:0007:0009:0008:0007:0008:0000:0007:00 Peak Vol.42663671041231 308 PM 17:0017:0015:0014:0014:0012:0012:0013:0013:0012:0017:00 Peak Vol.55136381242331 567 Page 3 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/16/1 20182010000000021 01:0005300000000008 02:0004100000000005 03:0007100100000009 04:0008010000000009 05:0003010510013000050 06:001115302920100000160 07:0012363011100220000283 08:0022283621040210000285 09:000182251420020000216 10:003181272610230000225 11:0012153101110111000262 12 PM0217371680110000271 13:002232372670260000294 14:002325508630401000399 15:001425572650320000501 16:0014135811040220000491 17:001493370300110000536 18:001358230400001000387 19:00018090030000000192 20:001125120000000000138 21:00010790000001000117 22:00210950210000000119 23:001645000000100071 Total2042775352896420222450005049 Percent0.4%84.7%10.6%0.6%1.9%0.8%0.0%0.4%0.5%0.1%0.0%0.0%0.0% AM 10:0007:0008:0005:0007:0008:0007:0005:0011:0008:00 Peak Vol.3236365114 231 285 PM 13:0017:0016:0014:0016:0012:0014:0013:0014:0017:00 Peak Vol.2493588108 461 536 Page 4 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/17/1 20242010000000027 01:00093000000100013 02:0006000000000006 03:0006100000000007 04:000141110000000017 05:000112100000100015 06:000548121000000066 07:001675043011000183 08:000122141120030000143 09:001171231510010000203 10:001187231210211000219 11:002215190910401000251 12 PM2247211720020000282 13:001247180600010000273 14:000281270601210000318 15:001273210410100000301 16:001284290010110000317 17:000217170000010000235 18:001152140100000000168 19:00011770000000000124 20:00011560100000000122 21:00010270000000000109 22:00096100000000000106 23:000636000000000069 Total113080284750131111240013474 Percent0.3%88.7%8.2%0.2%1.4%0.4%0.0%0.3%0.3%0.1%0.0%0.0%0.0% AM 11:0011:0009:0004:0011:0007:0011:0008:0001:0007:0011:00 Peak Vol.221523193 431 1251 PM 12:0016:0016:0012:0012:0012:0014:0014:0012:0014:00 Peak Vol.228429172122 318 Page 5 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/18/1 20294000000000033 01:000181000000000019 02:0007100000000008 03:0003001000000004 04:0001200000000003 05:0003600000000009 06:000345010000000040 07:000456000000000051 08:000785000000000083 09:00111571300001000128 10:001151140110010000169 11:002177120200001000194 12 PM4223150100000000243 13:001242130100000000257 14:000241160000200000259 15:000244150000000000259 16:001267100000000000278 17:00014070100100000149 18:000150130000001000164 19:000107110210000000121 20:000816000000000087 21:000531000001000055 22:000332000000000035 23:000274000000000031 Total102469176113203230002679 Percent0.4%92.2%6.6%0.0%0.5%0.1%0.0%0.1%0.1%0.1%0.0%0.0%0.0% AM 11:0011:0010:0009:0009:0010:0010:0009:0011:00 Peak Vol.217714131 11 194 PM 12:0016:0014:0019:0019:0014:0021:0018:0016:00 Peak Vol.426716 21 211 278 Page 6 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/19/1 20120000000000012 01:0008100000000009 02:0004000000000004 03:0007000000000007 04:0003301000000007 05:0012512600001000045 06:000121293830110000166 07:000243301632220000289 08:004231333881330000294 09:000177321962120000230 10:0001322381141050000184 11:000152342551311000204 12 PM1193211511420000229 13:000198301560231000246 14:0012725291041110000351 15:0023695521501210000447 16:003465492400310000527 17:004532311300000000571 18:001401290000100000432 19:000275161100000000293 20:000134110200000000147 21:000107100000001000118 22:000526010000000059 23:000403000001000044 Total17415351041944010232430004915 Percent0.3%84.5%10.4%0.8%1.9%0.8%0.2%0.5%0.5%0.1%0.0%0.0%0.0% AM 08:0007:0011:0010:0010:0008:0007:0008:0010:0011:0008:00 Peak Vol.42433481182351 294 PM 17:0017:0015:0014:0015:0013:0012:0012:0013:0013:0017:00 Peak Vol.45325591561431 571 Total270663120186501187161211192200131460 Page 7 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/13/1 208001000000009 01:0001000000100002 02:0000000000000000 03:0005100000010007 04:000173010001000022 05:000107180320020000132 06:001235482820200000298 07:001367567331210000441 08:0033928141613400000504 09:0002735321212020000345 10:0002325911421010000310 11:0001464331310120000209 12 PM0140462701010000197 13:000109392821100000162 14:000136452620120000194 15:000185512710000000246 16:001193375700000000243 17:002190321500000000230 18:000206330400000000243 19:000116111000100000129 20:0005712000000000069 21:0003711020000000050 22:000263000000000029 23:000205000000000025 Total8319868734117179121310004096 Percent0.2%78.1%16.8%0.8%2.9%0.4%0.2%0.3%0.3%0.0%0.0%0.0%0.0% AM 08:0008:0008:0007:0008:0007:0008:0008:0005:0003:0008:00 Peak Vol.33928171633421 504 PM 17:0018:0015:0016:0013:0013:0012:0013:0014:0015:00 Peak Vol.220651582112 246 Page 8 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/14/1 203100000000004 01:0002100000000003 02:0002200000000004 03:0004110000000006 04:000169010000000026 05:00096180710010000123 06:0022135812640220000308 07:0013765961630230000466 08:0004867211421201000579 09:0014007281912230000508 10:002212412821000000268 11:000186440621010000240 12 PM0165417810520000229 13:001161424820310000222 14:002202425300100000255 15:0001964341500000000258 16:001207534610400000276 17:001227340820310000276 18:000169401410100000216 19:000108150000000000123 20:0007111020000000084 21:000547010000000062 22:000345100010000041 23:000114000000000015 Total11360171545152225261410004592 Percent0.2%78.4%15.6%1.0%3.3%0.5%0.1%0.6%0.3%0.0%0.0%0.0%0.0% AM 06:0008:0008:0009:0006:0006:0009:0006:0007:0008:0008:00 Peak Vol.24867282642231 579 PM 14:0017:0016:0012:0015:0013:0012:0012:0016:00 Peak Vol.2227537152 52 276 Page 9 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/15/1 2072020000000011 01:0003101000000005 02:0004200000000006 03:0004001000100006 04:000197000000100027 05:00099180600020000125 06:0012055821850320000294 07:001342538910110000416 08:0014976731431110000588 09:000323550721101100391 10:000204322731020000251 11:000196495210120000256 12 PM0194470410100000247 13:000160372601000000206 14:003188527620110000260 15:002203518800120000275 16:001221534510100000286 17:001244450300000000293 18:003217262400100000253 19:000117120100000000130 20:0006315021001000082 21:0005310000000000063 22:000378020000000047 23:000156000000000021 Total13361570643108204121521004539 Percent0.3%79.6%15.6%0.9%2.4%0.4%0.1%0.3%0.3%0.0%0.0%0.0%0.0% AM 06:0008:0008:0007:0006:0006:0008:0006:0005:0004:0009:0008:00 Peak Vol.149767818513211 588 PM 14:0017:0016:0015:0015:0014:0013:0012:0015:0017:00 Peak Vol.324453882112 293 Page 10 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/16/1 20113000000000014 01:0002001000000003 02:0003100000000004 03:0004202000000008 04:000225000001000028 05:00191220310020000120 06:0012155621130110000290 07:0003626281210020000447 08:0024365531200320000513 09:000292434730110000351 10:000221544921010000292 11:001178364730020000231 12 PM0205434701230000265 13:0001583821210110000213 14:0001854021200120000242 15:001233516412200000300 16:001216413720000000270 17:000237400410100000283 18:002207431600020000261 19:00095250100000000121 20:000499010000000059 21:000468010000100056 22:001403001000000045 23:000334000000000037 Total10354168443119194122010004453 Percent0.2%79.5%15.4%1.0%2.7%0.4%0.1%0.3%0.4%0.0%0.0%0.0%0.0% AM 08:0008:0007:0007:0007:0006:0010:0008:0005:0008:00 Peak Vol.2436628123132 513 PM 18:0017:0015:0015:0013:0016:0015:0012:0012:0021:0015:00 Peak Vol.22375161222231 300 Page 11 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/17/1 2085000001000014 01:00090010000000010 02:0006100000000007 03:0002201000200007 04:0003300000000006 05:000225000000000027 06:0005312070002000074 07:00097260611130000135 08:000142331810210000188 09:002167310640210000213 10:001203252510100000238 11:000208521510000000267 12 PM1218440800110000273 13:001183481300100100238 14:001227440700100000280 15:001202432400000000252 16:002173290400200000210 17:003155300100000000189 18:000134150200100000152 19:0006624030000000093 20:0006010010000000071 21:000398010000000048 22:0004010010000000051 23:000354020000000041 Total12245250477681121101003084 Percent0.4%79.5%16.3%0.2%2.5%0.3%0.0%0.4%0.4%0.0%0.0%0.0%0.0% AM 09:0011:0011:0010:0008:0009:0007:0008:0007:0011:00 Peak Vol.220852284123 267 PM 17:0014:0013:0015:0012:0016:0012:0013:0014:00 Peak Vol.32274828 21 1 280 Page 12 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/18/1 20145000000000019 01:00092000000000011 02:0006000000000006 03:0002200000000004 04:0004200000000006 05:000122000002000016 06:000333010000100038 07:0004911000000000060 08:000111260200000000139 09:000144251100000000171 10:000170340300000000207 11:000169281200000000200 12 PM3198330000110000236 13:001172460100000000220 14:001195270310000000227 15:002186310200100000222 16:000146340310000000184 17:000114170300000000134 18:0007712020010000092 19:0014012010000000054 20:000544001000000059 21:000325000000000037 22:000304000000000034 23:00163030000000013 Total91973368227303310002389 Percent0.4%82.6%15.4%0.1%1.1%0.1%0.0%0.1%0.1%0.0%0.0%0.0%0.0% AM 10:0010:0009:0010:0005:0006:0010:00 Peak Vol. 1703413 21 207 PM 12:0012:0013:0014:0014:0012:0012:0012:00 Peak Vol.319846 31 11 236 Page 13 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/19/1 202301000000006 01:0004100000000005 02:0000100000000001 03:0005100000000006 04:000145010001000021 05:00083240700020000116 06:0012175341223100000293 07:0013556361220120000442 08:0014927311722530000596 09:000341521501001000401 10:0001883611473000000249 11:0001404531351020000209 12 PM2171411532130000229 13:001132383623100000186 14:001174411930310000233 15:0001995561430200000279 16:006185493710200000253 17:003216430900110000273 18:001168311400000000205 19:000107120110000000121 20:0005410000100000065 21:000438030000000054 22:000333010000000037 23:000247000000000031 Total173347695311413116171510004311 Percent0.4%77.6%16.1%0.7%3.3%0.7%0.4%0.4%0.3%0.0%0.0%0.0%0.0% AM 06:0008:0008:0007:0008:0010:0006:0008:0008:0009:0008:00 Peak Vol.14927361773531 596 PM 16:0017:0015:0015:0015:0012:0013:0014:0012:0015:00 Peak Vol.6216556143333 279 Total217274359205740120399491720027464 Page 14 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/13/1 20000198200000204340 01:00000010312000074244 02:0000001100000002*34 03:0000000010100002*47 04:0000000212001006*45 05:00000129291120000544542 06:0000026408526400001634541 07:0002231410911828100002774339 08:0000032512911911100002884239 09:000335181189111000002494238 10:0000258887518100001974339 11:00000312549730500002014541 12 PM032316808728300002224439 13:000000171149822010002524340 14:0000801417115021100003654339 15:0023613422220322100004944239 16:003924558090163684000005233829 17:005893310652197910200004853930 18:00115219328213315000005514137 19:003121171129917000002524338 20:0000117617415100001604340 21:0000127524011010001144339 22:00000011438420000594441 23:00000001715731000434642 %2.1%0.9%2.4%2.8%9.0%41.4%34.3%6.3%0.6%0.1%0.0%0.0%0.0% AM 09:0009:0009:0008:0008:0008:0007:0006:0004:0008:00 Peak Vol.335251291192841288 Midday 12:0014:0011:0013:0014:0014:0011:0011:0013:0014:00 Peak Vol.383171711503051365 PM 17:0016:0016:0016:0018:0018:0015:0015:0023:0021:0018:00 Peak Vol.58245580932822032231551 % iles15th Percentile : 31 MPH 50th Percentile : 37 MPH 85th Percentile : 42 MPH 95th Percentile : 45 MPH Stats10 MPH Pace Speed : 35-44 MPH Number in Pace : 3352 Percent in Pace : 67.2% Number of Vehicles > 40 MPH : 1701 Percent of Vehicles > 40 MPH : 34.1% Mean Speed(Average) : 37 MPH Page 1 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/14/1 2000002520000094442 01:00000002420000084342 02:00000004001100063743 03:00000013210000073839 04:000000016300000104543 05:000000011301240000574643 06:00001073366431010001614742 07:00033555414367810012904642 08:004146129613244700003064440 09:000341018859717100002354338 10:0022018789621000002084339 11:00010217899618000002234339 12 PM0243128713131010002714440 13:000000187714337510002814441 14:0015362710914438300003364439 15:0000242514721045100004344440 16:0000263116926660000005344440 17:00001197123315927100005114238 18:0000025626917928400005384239 19:000001139715357100003224541 20:0000001469431010001734542 21:0000001338432410001554542 22:000001019511720100914542 23:00000101211021000364744 %0.1%0.3%0.5%1.3%6.2%33.5%44.4%12.4%1.0%0.2%0.0%0.0%0.0% AM 08:0007:0008:0009:0009:0008:0007:0007:0006:0002:0007:0008:00 Peak Vol.434101896143671011306 Midday 14:0014:0012:0014:0014:0014:0014:0014:0013:0012:0014:00 Peak Vol.1546271091443851336 PM 15:0017:0017:0018:0016:0016:0018:0020:0022:0018:00 Peak Vol.2197126926660411538 % iles15th Percentile : 34 MPH 50th Percentile : 39 MPH 85th Percentile : 44 MPH 95th Percentile : 47 MPH Stats10 MPH Pace Speed : 36-45 MPH Number in Pace : 3703 Percent in Pace : 71.2% Number of Vehicles > 40 MPH : 2526 Percent of Vehicles > 40 MPH : 48.6% Mean Speed(Average) : 40 MPH Page 2 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/15/1 2000002511000094343 01:00000002520000094442 02:0000001211000005*39 03:000000055210000134442 04:000000134310000124642 05:000000010232021000564744 06:0000112258146400001604643 07:0023317521159420200003084237 08:0015728511275212100002844135 09:00114338958925000002564338 10:00423133768608100001964236 11:000147181118515000002414238 12 PM112113010412412100002864238 13:00005103811010322200002904338 14:0052630891181014100003564135 15:00384761114153582000004463933 16:0002643622821238310005304339 17:00644185727017925400005674237 18:0001104219119735400004714339 19:00000077012131100002304441 20:0000013688433310001934541 21:0000002366925100001334542 22:000001118261401000614642 23:000000011151430000434743 %0.4%0.6%1.8%4.0%12.0%37.7%34.8%8.0%0.7%0.1%0.0%0.0%0.0% AM 07:0008:0008:0008:0007:0008:0007:0006:0006:0005:0007:00 Peak Vol.2572852127944641308 Midday 14:0014:0014:0014:0014:0014:0012:0013:0013:0014:00 Peak Vol.5263089118124222356 PM 17:0015:0015:0015:0015:0017:0016:0016:0017:0016:0017:00 Peak Vol.6847611142702123841567 % iles15th Percentile : 32 MPH 50th Percentile : 38 MPH 85th Percentile : 43 MPH 95th Percentile : 46 MPH Stats10 MPH Pace Speed : 35-44 MPH Number in Pace : 3390 Percent in Pace : 65.8% Number of Vehicles > 40 MPH : 1879 Percent of Vehicles > 40 MPH : 36.5% Mean Speed(Average) : 38 MPH Page 3 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/16/1 20000368400000214540 01:00000011320100084343 02:00000001400000054241 03:00000011520000094441 04:00000000351000094846 05:00000007241801000504643 06:0001203327739600001604642 07:0002031410911535410002834440 08:000000259314321300002854340 09:00021385911132000002164440 10:00012315888628200002254440 11:000022199612418100002624340 12 PM01052011610621200002714339 13:0001262312411522100002944339 14:0001243615917718200003994339 15:00125215923814923300005014238 16:0000454519021528400004914339 17:0001257324318328100005364238 18:0010083815216027001003874339 19:00000024410141400001924542 20:0000025407018300001384441 21:0000123295921110001174541 22:0000014246523200001194542 23:000002522311010000714440 %0.0%0.2%0.5%1.4%8.0%37.1%42.3%9.6%0.8%0.1%0.0%0.0%0.0% AM 07:0006:0007:0008:0007:0008:0006:0006:0001:0008:00 Peak Vol.223251091433961285 Midday 12:0011:0013:0014:0014:0014:0013:0012:0014:00 Peak Vol.12636159177222399 PM 15:0015:0015:0015:0017:0017:0016:0019:0016:0021:0018:0017:00 Peak Vol.125217324321541411536 % iles15th Percentile : 34 MPH 50th Percentile : 39 MPH 85th Percentile : 43 MPH 95th Percentile : 46 MPH Stats10 MPH Pace Speed : 35-44 MPH Number in Pace : 3628 Percent in Pace : 71.9% Number of Vehicles > 40 MPH : 2224 Percent of Vehicles > 40 MPH : 44.0% Mean Speed(Average) : 40 MPH Page 4 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/17/1 200001510920000274743 01:000000135400000134642 02:00010101300000064133 03:00000002230000074643 04:000000108521000174845 05:000000028320000154744 06:000000217241930100664743 07:000010420411430000834541 08:0000004417322300001434441 09:000111105310034300002034541 10:00000511828830300002194440 11:000003148011834200002514440 12 PM0107119114327200002824340 13:000011159613426000002734340 14:0001232312613524400003184339 15:000012911315222200003014340 16:000031219115543300003174440 17:000001158510925000002354340 18:0000023518921200001684441 19:0001016246328100001244541 20:0001011405718400001224541 21:0000006295517200001094441 22:0000023256015100001064441 23:000000320301420000694541 %0.0%0.2%0.3%0.9%4.7%31.6%47.8%13.2%1.3%0.0%0.0%0.0%0.0% AM 02:0007:0002:0009:0009:0009:0009:0006:0004:0006:0009:00 Peak Vol.111105310034311203 Midday 12:0014:0012:0014:0014:0012:0011:0014:0014:00 Peak Vol.12723126143344318 PM 19:0016:0015:0016:0015:0016:0016:0020:0016:00 Peak Vol.13221113155434317 % iles15th Percentile : 35 MPH 50th Percentile : 40 MPH 85th Percentile : 44 MPH 95th Percentile : 47 MPH Stats10 MPH Pace Speed : 36-45 MPH Number in Pace : 2543 Percent in Pace : 73.2% Number of Vehicles > 40 MPH : 1810 Percent of Vehicles > 40 MPH : 52.1% Mean Speed(Average) : 40 MPH Page 5 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/18/1 2000111114510000334541 01:000001059400000194541 02:00000002141000084845 03:0000000022000004*44 04:0000000210000003*39 05:00000000531000094645 06:00000044171140000404843 07:00010128221133000514942 08:000000115402160000834743 09:0000205185638900001284743 10:0010002328245700001694642 11:0010408518343400001944641 12 PM001125612057600002434642 13:00000165113063600002574642 14:00001294413463600002594642 15:00001365313756300002594542 16:000005168213732600002784440 17:0000007497218300001494441 18:0000003449916110001644441 19:0000012277512400001214441 20:000111214511610000874541 21:000000016271020000554542 22:00000007161200000354643 23:0000010716511000314542 %0.1%0.1%0.4%0.7%2.8%22.3%50.2%20.4%2.8%0.2%0.0%0.0%0.0% AM 07:0009:0000:0009:0009:0009:0009:0009:0007:0009:00 Peak Vol.121518563893128 Midday 11:0011:0014:0014:0012:0014:0013:0012:0014:00 Peak Vol.142956134636259 PM 20:0015:0016:0016:0016:0015:0015:0016:0018:0016:00 Peak Vol.11516821375661278 % iles15th Percentile : 36 MPH 50th Percentile : 41 MPH 85th Percentile : 46 MPH 95th Percentile : 49 MPH Stats10 MPH Pace Speed : 37-46 MPH Number in Pace : 1922 Percent in Pace : 71.7% Number of Vehicles > 40 MPH : 1672 Percent of Vehicles > 40 MPH : 62.4% Mean Speed(Average) : 42 MPH Page 6 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/19/1 20000123600000124743 01:00000002160000094844 02:00000000400000044242 03:00000001141000074846 04:00000000223000075148 05:00000006211350000454844 06:00001151876541100001664743 07:000013108512359800002894641 08:00031079714434800002944440 09:00112045512043400002304541 10:0001114319547400001844642 11:00000194710439400002044541 12 PM001175411051500002294642 13:00004246612740210002464441 14:000012148618556700003514541 15:0000021814521267210004474441 16:0021084018723348620005274340 17:0002304027121142200005714339 18:0001052318318928300004324339 19:0000051310313037410002934440 20:0000028357130100001474541 21:0000002236426300001184542 22:00000022024931000594641 23:000000213141041000444842 %0.1%0.2%0.3%0.7%4.3%31.1%46.1%15.3%1.8%0.1%0.0%0.0%0.0% AM 09:0008:0009:0007:0007:0008:0008:0007:0006:0008:00 Peak Vol.132310971445911294 Midday 13:0013:0014:0014:0014:0014:0014:0013:0014:00 Peak Vol.4214861855671351 PM 16:0017:0017:0016:0016:0017:0016:0015:0016:0016:0017:00 Peak Vol.2238402712336762571 % iles15th Percentile : 35 MPH 50th Percentile : 40 MPH 85th Percentile : 45 MPH 95th Percentile : 48 MPH Stats10 MPH Pace Speed : 36-45 MPH Number in Pace : 3520 Percent in Pace : 71.6% Number of Vehicles > 40 MPH : 2626 Percent of Vehicles > 40 MPH : 53.4% Mean Speed(Average) : 41 MPH Page 7 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/13/1 2000002421000094343 01:0000000001100002*49 02:0000000000000000** 03:0000000122110007*46 04:000000127750000225145 05:0000102951551400001324844 06:0000181548117901720002984742 07:00000437133179771100004414541 08:00000343145201901930005044541 09:0012292173126743151003454842 10:0000021144126982810003104843 11:000000112731001670002094945 12 PM003332172751541001974844 13:00001071752582070001624945 14:0000109377861710001944742 15:00001486798511520002464642 16:000322736717225700002434437 17:003026327846223110002304336 18:000131962108491000002434641 19:0003179214338610001294741 20:00001018292370000694844 21:00000039231230000504642 22:00000000215102000295249 23:0000000010861000255147 %0.1%0.2%1.5%1.2%5.9%21.1%37.5%25.2%6.1%0.9%0.0%0.0%0.0% AM 09:0009:0009:0009:0008:0008:0008:0006:0009:0009:0009:0008:00 Peak Vol.122943145201903151504 Midday 12:0012:0014:0014:0014:0011:0013:0011:0012:0011:00 Peak Vol.33937781002071209 PM 17:0016:0017:0016:0016:0017:0018:0015:0015:0015:0015:00 Peak Vol.33267368410851152246 % iles15th Percentile : 35 MPH 50th Percentile : 41 MPH 85th Percentile : 47 MPH 95th Percentile : 50 MPH Stats10 MPH Pace Speed : 38-47 MPH Number in Pace : 2497 Percent in Pace : 61.0% Number of Vehicles > 40 MPH : 2522 Percent of Vehicles > 40 MPH : 61.6% Mean Speed(Average) : 42 MPH Page 8 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/14/1 200000012100004*47 01:0000000002100003*49 02:0000000102100004*46 03:00000001400100064244 04:00000002311100000265248 05:0000100026662361001235147 06:0000103161111234770003085045 07:00004219110209893030004664642 08:0000101781175208711510105794439 09:0001164618118185700005084540 10:0000001665109651300002684742 11:000011125710356910002404642 12 PM2332113310664500002294641 13:00110055888581001002224742 14:000142138210740600002554540 15:0000221056119571110002584642 16:00014219679972840002764641 17:0000121655111801010002764742 18:00001055284571232002164743 19:0000002215738410001234743 20:000000072533163000845046 21:0000001101321107000625346 22:00000013121960000414945 23:000000005531100155048 %0.1%0.2%0.7%0.8%5.7%22.9%38.8%24.3%5.6%0.9%0.1%0.0%0.0% AM 09:0008:0008:0008:0009:0007:0006:0006:0006:0005:0008:0008:00 Peak Vol.110178118120912347711579 Midday 12:0012:0014:0012:0014:0014:0014:0012:0013:0011:0013:0014:00 Peak Vol.23421382107641011255 PM 16:0016:0015:0016:0016:0015:0017:0020:0021:0018:0016:00 Peak Vol.1421967119801672276 % iles15th Percentile : 35 MPH 50th Percentile : 41 MPH 85th Percentile : 47 MPH 95th Percentile : 50 MPH Stats10 MPH Pace Speed : 38-47 MPH Number in Pace : 2868 Percent in Pace : 62.5% Number of Vehicles > 40 MPH : 2812 Percent of Vehicles > 40 MPH : 61.2% Mean Speed(Average) : 42 MPH Page 9 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/15/1 20000002522000114949 01:0000000112100005*45 02:0000000211200006*44 03:00000000141000064847 04:0000000071172000275148 05:000100069594351011255248 06:001240232120953620002944944 07:00438336810812959310004164438 08:0026514511919012945100005884235 09:00128155414513825210003914238 10:002254207610333600002514439 11:000102267010351300002564540 12 PM011097811341310002474541 13:0000109519841600002064542 14:00314323276573511000002604031 15:0052649578738112000002753428 16:0005612067129461110002864540 17:0000122077102751510002934742 18:00011020918549600002534540 19:0000003186040621001304743 20:000001411262695000825044 21:00000003242943000634945 22:00000406171271000474943 23:0000000181020000214845 %0.4%1.4%3.7%4.3%11.8%24.9%32.0%17.0%3.9%0.6%0.0%0.0%0.0% AM 07:0008:0008:0008:0008:0008:0009:0006:0005:0005:0005:0005:0008:00 Peak Vol.4651451191901389543511588 Midday 14:0014:0014:0014:0014:0012:0012:0011:0013:0012:0014:00 Peak Vol.314323276781135161260 PM 15:0015:0015:0015:0015:0018:0016:0017:0017:0020:0019:0017:00 Peak Vol.52649578791129751551293 % iles15th Percentile : 30 MPH 50th Percentile : 39 MPH 85th Percentile : 45 MPH 95th Percentile : 49 MPH Stats10 MPH Pace Speed : 36-45 MPH Number in Pace : 2433 Percent in Pace : 53.6% Number of Vehicles > 40 MPH : 2104 Percent of Vehicles > 40 MPH : 46.4% Mean Speed(Average) : 39 MPH Page 10 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/16/1 20000013820000144946 01:0000000102000003*44 02:00000001003000045148 03:00000000332000084746 04:0000001181052100285247 05:0000100016573590201205249 06:0000007451051111930002904844 07:000020161281811071210004474642 08:00002336151219841710005134541 09:00202938119118511110003514539 10:000016338811049410002924540 11:001101106192531110002314641 12 PM1024236711743710002654540 13:00011120468450820002134641 14:00001157310258200002424641 15:001126227410879700003004641 16:000104228810638830002704540 17:0000032484102521611002834641 18:000394548118571610002614741 19:0000000749451811001214945 20:000000042716111000595045 21:000001151818112000565045 22:00000113161842000454945 23:00000006121242100375045 %0.1%0.2%0.5%1.0%5.9%24.7%38.5%22.9%5.2%0.8%0.1%0.0%0.0% AM 09:0007:0009:0009:0008:0008:0006:0005:0005:0004:0005:0008:00 Peak Vol.2293815121911135912513 Midday 11:0011:0012:0012:0012:0014:0012:0014:0011:0013:0012:00 Peak Vol.1124237311758112265 PM 15:0018:0018:0015:0017:0016:0018:0015:0019:0016:0017:0015:00 Peak Vol.13962488118791831300 % iles15th Percentile : 35 MPH 50th Percentile : 41 MPH 85th Percentile : 47 MPH 95th Percentile : 50 MPH Stats10 MPH Pace Speed : 37-46 MPH Number in Pace : 2779 Percent in Pace : 62.4% Number of Vehicles > 40 MPH : 2637 Percent of Vehicles > 40 MPH : 59.2% Mean Speed(Average) : 42 MPH Page 11 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/17/1 20000037310000144643 01:000000022510000104845 02:00000000311200074248 03:00000001141000074846 04:00000000032100064850 05:0000100131092100275248 06:000013051623242000745146 07:0000011944601820001354945 08:00000011078811530001884845 09:00010013793651510002134743 10:000104422106831701002384843 11:000002034117951810002674844 12 PM0115438142671131002734743 13:000001529115701530002384743 14:00001145712782701002804643 15:000002135118791610002524743 16:000100028100562320002104844 17:00001623080581020001894743 18:00001022372351810001524843 19:000011093529126000935045 20:00011124242963000714944 21:00000018141960000484844 22:00000007191762000514945 23:00000004131392000415146 %0.0%0.2%0.3%0.9%0.9%12.8%43.1%32.0%8.5%1.3%0.1%0.0%0.0% AM 09:0005:0006:0007:0009:0009:0008:0006:0008:0005:0009:00 Peak Vol.11313793812431213 Midday 12:0012:0012:0013:0014:0012:0011:0011:0012:0012:0014:00 Peak Vol.115557142951831280 PM 16:0017:0017:0017:0015:0015:0015:0016:0019:0015:00 Peak Vol.11623511879236252 % iles15th Percentile : 38 MPH 50th Percentile : 43 MPH 85th Percentile : 48 MPH 95th Percentile : 51 MPH Stats10 MPH Pace Speed : 39-48 MPH Number in Pace : 2130 Percent in Pace : 69.1% Number of Vehicles > 40 MPH : 2315 Percent of Vehicles > 40 MPH : 75.1% Mean Speed(Average) : 44 MPH Page 12 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/18/1 20000153721000194844 01:000000113321000114745 02:00000002130000064643 03:0000000012100004*47 04:00000000213000065148 05:000000027421000164845 06:00000010121852000385046 07:000010161123126000605246 08:0000100845631740101394946 09:0000000649902321001714946 10:00000001174912641002074946 11:00004121180732540002004945 12 PM0001117781033321002364945 13:00000111680992021002204845 14:000000024101702930002274944 15:00000153187791540002224844 16:0000104138960970101844844 17:00001132754361101001344743 18:000000254031122000924945 19:000000061620102000545046 20:00000004212482000594946 21:0000000182511100374846 22:0000002112991000345146 23:000000003640000135147 %0.0%0.0%0.3%0.2%1.0%8.2%36.7%39.3%11.7%2.1%0.3%0.1%0.0% AM 07:0000:0008:0009:0009:0009:0007:0009:0008:0009:00 Peak Vol.118499023611171 Midday 11:0011:0011:0014:0014:0012:0012:0011:0012:0012:00 Peak Vol.412241011033341236 PM 16:0015:0015:0015:0016:0015:0015:0016:0017:0016:0015:00 Peak Vol.11531897915711222 % iles15th Percentile : 39 MPH 50th Percentile : 44 MPH 85th Percentile : 49 MPH 95th Percentile : 53 MPH Stats10 MPH Pace Speed : 40-49 MPH Number in Pace : 1657 Percent in Pace : 69.4% Number of Vehicles > 40 MPH : 1952 Percent of Vehicles > 40 MPH : 81.7% Mean Speed(Average) : 45 MPH Page 13 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/19/1 2000000141000064847 01:0000000102020005*49 02:0000000000100001*52 03:00000000132000064848 04:0000000161121000214846 05:0000100217642840001165147 06:0000004351141063310002934844 07:00001422109193941810004424642 08:00002445202233961310005964540 09:00010021881691012010004014742 10:000011133106881900002494844 11:00001024082671610002094843 12 PM0011163380841220002294743 13:0010115327858910001864742 14:00011783386791710002334843 15:0003551963117571000002794641 16:0000201358106571700002534742 17:000111969106721400002734742 18:0000047487955920102054742 19:0000018838501321001214944 20:00000029212481000654944 21:000000102023100000545046 22:00000005111380000375045 23:0000101112790000315145 %0.0%0.1%0.4%0.7%4.3%20.2%38.9%28.2%6.7%0.5%0.0%0.0%0.0% AM 09:0008:0007:0008:0008:0008:0006:0006:0005:0008:00 Peak Vol.12445202233106334596 Midday 13:0014:0011:0014:0012:0011:0014:0012:0014:0012:0014:00 Peak Vol.111716408684172233 PM 15:0015:0015:0015:0017:0015:0017:0016:0018:0019:0018:0015:00 Peak Vol.35519691177217211279 % iles15th Percentile : 36 MPH 50th Percentile : 42 MPH 85th Percentile : 47 MPH 95th Percentile : 50 MPH Stats10 MPH Pace Speed : 38-47 MPH Number in Pace : 2751 Percent in Pace : 63.8% Number of Vehicles > 40 MPH : 2833 Percent of Vehicles > 40 MPH : 65.7% Mean Speed(Average) : 42 MPH Page 14 65469131228344444340200259230258239207341242262246240387203110Vol.28850430657930858828551325126719420729459624044415:00Vol.551246538276567293536300318280278236571279457262 1194705341263924AM Peak08:0008:0008:0008:0007:0008:0008:0008:0011:0011:0011:0010:0008:0008:0008:0008:00 91 123082 C VolumePage 1 Site Code: TBA 90829794969495026558506892268418 Week Average EB 8418 191074122624021722527041245743621914611476484494 16:00 WB 126561164425964012091862792731215937 41721166293184249229229351233527253432205147655431431115:00 EB 19-Nov-12 9226 974528929423020424644757129311844491517:00 WB 331944038831391712072002362202221841348759353412:00 1186361660259227164925437132389 EB 18-Nov-12 5068 16:00 19495112816919424325725927814912155312679 WB 27146771766674135143188213219238267282273238280252317210189168152122711065114:00 10279348413084 EB 17-Nov-12 6558 720325127331830123512410914:00 131583693474 WB Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Fnbjm;!ebubsfrvftutAqejmmd/dpn 2114354892812016029044751335122529223127126521339924230049127028338726112113859561194537445315:00 EB JOEVTUSJFT-!MMD16-Nov-12 EBUB QSFDJTJPO 9502 8928328521626229450153619211717:00 50715049 WB 17:00 9115566122712516029441658839119625125628624720635626027553028629347125313019382636147214539 EB 15-Nov-12 9694 ADTADT 8,418AADT 8,418 930828425624129044656723013317:00 1356435155 WB 1026914116:00 9436461231613084665795082082682402712292223362552582762762161231738462154592 EB 14-Nov-12 9794 875729030623522328143453451153832215536520218:00 WB Client: Toole Design Group/ C. Fink west of Lexington Road (Route 2A) 12:00 AM209202:0020704:0062213206:0016329844150434510:0019731020912:00 PM22219716202:0036519424604:0052324323012908:001606910:00592915:00 24350254096 EB 13-Nov-12 9082 City, State: Lincoln, MA 725427728824920125249448555125211443498618:00 WB Bypass RoadTotal Comb. Day Total PM Peak 01:0003:0005:0007:0008:0009:0011:0001:0003:0005:0006:0007:0009:0011:00 Start Time Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 13-Nov- StartWBEBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Tue 12:004533487101 12:15125724814105 12:301473584105 12:45320652221943197429108419 01:00354033387 01:150671451112 01:302600442104 01:452771252124016239111414 02:001800441124 02:150710690140 02:3001200360156 02:451294365004519412139559 03:0001071551162 03:1511172723189 03:3011292503179 03:4502141494276924629210740 04:0021344556189 04:1521505717221 04:3011323604192 04:45161075231022572431128164766 05:001197163827135 05:15101121626176 64 05:30134356 13161192 05:4520544855713223077186715 14567212 06:00277097 15265217 06:1540565596 158213 06:30371099457131166 06:45591631325517829866243137461198794 07:006610910145167154 07:1571531142618579 07:3062481163517883 07:4578277422524412312918871865381 110 08:0073462066 125198 08:1562411960 130192 08:30351550 64144208 08:4528838160105504156979253229 89194 09:00371301819855 68 09:1536881815754 69 09:30542059611326 09:4558249211146834585012659429164 10:00641790515422 10:154517881113328 10:3039125849716 10:45491971359743109291235072288 11:00521745109727 11:1554762511612 11:3040115469417 11:4555201843482094251034101268 Total146635202279181737455337 Percent39.1% 66.0% 60.9% 34.0% Day Total 4986 4096 9082 Peak08:30 05:30 07:45 05:15 08:00 05:30 Vol.290 586 509 257 792 834 P.H.F.0.815 0.927 0.884 0.905 0.952 0.943 Page 1 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 14-Nov- StartWBEBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Wed 12:003471614108 12:152861593145 12:302772484125 12:4529612710461229213122500 01:004801535133 01:150620570119 01:303711564127 01:4518682811356222211124503 02:002681523120 02:151802613141 02:3011130631176 02:45267533614255310154591 79 4158 03:002962 62 03:15010611170 64 03:30312314202 79 03:45271094342653258413162692 04:0001126766188 04:1541725 130202 04:3025797 138217 04:454105341426492761836810 154203 05:009106919 140209 05:1510116227032186 05:3014143377151214 05:452457112511541236627678180178787 06:0028138646092198 06:15431297960122189 06:30361306850104180 06:45541611415389730846216151469187754 07:006712910041167170 07:15719411631187125 07:3060391252718566 07:45290603221254662412321775684445 92 08:00471360 68132200 08:15542983 69148217 08:30353368 88153241 08:45813063717357998488546257 146227 09:0066451261719262 09:1564471471221159 09:3058341261618450 09:454723529155109508176215674346217 10:00332463139637 10:154730671511445 10:30641880714425 10:456420819915826864112247625132 11:00581063712117 11:1552858311011 11:3055960411513 11:4558223936592401151174631051 Total152036822535205740555739 Percent37.5% 64.2% 62.5% 35.8% Day Total 5202 4592 9794 Peak07:45 04:15 08:00 02:45 08:00 04:15 Vol.317 562 579 284 885 831 P.H.F.0.861 0.912 0.946 0.899 0.918 0.957 Page 2 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 15-Nov- StartWBEBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Thu 12:001663594125 12:152635527115 12:302750692144 12:45498228631167247720149533 01:002691523121 01:153641454109 01:301702523122 01:4539872901557206414144496 02:003814687149 02:151840621146 02:301991602159 02:4505923561670260111162616 03:0041042566160 03:152951783173 03:3021160822198 03:455131314463659275819190721 04:0041202666186 04:1521475717218 04:30112798110208 04:455125301127682861639816 136204 05:007126919 152221 05:15132538 13775212 05:30103444 15175226 05:4526561275675412529380181201860 74 06:00221335375203 70 06:15421387962121200 06:30441097560119169 06:4552160914718729461253139454152724 07:0066839338159121 07:1563541063316987 07:3074491203419483 07:4530844230974162513020272469360 105 08:00502272 65151216 08:15442771 64168232 08:30542074 82127209 08:457328445193588138287258275 142215 09:0061341242218556 09:156534881615350 09:308141691115052 09:454925624133110391146315964738196 10:00501951810127 10:154812731212124 10:304116611110227 10:4557196146166251164712344730108 11:00521764411621 11:155510691112421 11:3062757511912 11:4572241943662561211384971064 Total154936062376216339255769 Percent39.5% 62.5% 60.5% 37.5% Day Total 5155 4539 9694 Peak07:45 04:45 08:00 05:15 08:00 04:45 Vol.316 576 588 294 872 863 P.H.F.0.752 0.947 0.875 0.980 0.940 0.955 Page 3 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 16-Nov- StartWBEBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Fri 12:00115946615125 12:157542629116 12:302864626148 12:451217227141475265535147536 01:002751593134 01:151700451115 01:302712644135 01:4538782940345213311123507 02:001851642149 02:153861574143 02:3001231581181 02:4515105399146324229168641 03:0021362684204 03:1541312636194 03:30111723201 84 03:452911750128300417202801 85 04:00311269191 79 04:15212035184 64 04:3011316557186 04:45391284911328722701637200761 05:009123156924192 05:159197428 146220 05:3012326944 147216 05:452050536541207128374170819 120191 06:0029427271 133205 06:1535987374108172 06:3045978561130158 06:4551160593879029054261141450113648 07:0059561063616592 07:1570451012617171 07:30471193519482 75 07:45283441924472412173068313 79121200 08:00411657 65141206 08:15351247 77119196 08:3074301343 145219 08:456928532138108513185917779850197 09:005126941514541 09:154630981014440 09:306132671212844 09:45582162911792351195615056748173 10:003840711410954 10:155833811313946 10:30572366812331 10:45722252311974292104514651733164 11:007123641213535 11:156528561112139 11:30621260712219 11:45642628715123173711549315108 Total153335162301215238345668 Percent40.0% 62.0% 60.0% 38.0% Day Total 5049 4453 9502 Peak07:30 05:15 07:45 03:30 07:45 05:15 Vol.296 546 526 312 821 832 P.H.F.0.937 0.929 0.907 0.918 0.937 0.945 Page 4 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 17-Nov- StartWBEBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Sat 12:0076546611131 12:1547675811134 12:308631669129 12:4582778282214832731041161555 01:007572539110 01:152653665131 01:302773605137 01:452137427321059238423133511 02:0037936 72151 02:1518623 65151 02:3017101 66137 02:45168231827280313598 77159 03:002731643137 03:152754696144 03:301752633138 03:4527783010756252214134553 04:003663536119 04:1541505133 83 04:3030543151 97 04:457173172653210923124527 71 05:0023515135 84 05:155545391093 05:30347105513102 05:455155023592744189144294424 06:001261104222103 06:15214017353875 06:30144321463589 06:451966241682674291524514053320 07:00143124383869 07:15174334245167 07:30262338216444 07:452683271243913510936521837217 08:00323139197150 08:15293634156351 08:30382746168443 08:45441432812269188217111333149193 09:00482741128939 09:15313063109440 09:306525561212137 09:45592032710953213144811241641157 10:007521701214533 10:15362855119139 10:306131581411945 10:45472192610655238145110245740157 11:00201232 4665111 11:1516420 4667113 11:3020727 8269151 2511369267184151831110 11:45 7766143 Total105024241186189822364322 Percent47.0% 56.1% 53.0% 43.9% Day Total 3474 3084 6558 Peak11:00 04:15 11:00 02:00 11:00 02:00 Vol.251 335 267 280 518 598 P.H.F.0.765 0.863 0.967 0.843 0.858 0.940 Page 5 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 18-Nov- StartWBEBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Sun 12:0064656311109 12:15857614 52109 12:301270416 61131 12:45733702434192361152479 60130 01:00874513 68142 01:1596164715108 01:302710602131 01:45019512570114522003096477 02:003623636125 02:153681524120 02:302691573126 02:4508602591655227114115486 03:000631551118 03:1510491112 63 03:3023545124 70 03:4514259046422218127481 63 04:0021533144 91 04:15057237294 04:301603494109 04:450370278064518409115462 05:00149325474 05:15443147590 05:30223730953 05:4529341495163213472566283 06:00739126865 06:159486251573 06:30144715252972 06:4510403016416381692267846256 07:00102816102638 07:1511411492550 07:30142715122939 07:45165125121156023543111148175 08:00192315153438 08:15152218143336 08:30241159158326 08:45258331874713915597222246146 09:00271055128222 09:1533114487719 09:3044143788122 09:4524128205535171937592992992 10:00381543108125 10:154184498517 10:304341115 5598 10:45471698352074343761269 65112 11:0011516 5054104 11:1511314 425092 11:303482965 48 19463148200313102394944 11:45 54 Total7411938877151216183450 Percent45.8% 56.2% 54.2% 43.8% Day Total 2679 2389 5068 Peak11:00 03:15 10:30 00:15 10:30 00:15 Vol.194 287 224 241 406 512 P.H.F.0.898 0.788 0.862 0.886 0.906 0.901 Page 6 Bypass Road QSFDJTJPO west of Lexington Road (Route 2A) EBUB City, State: Lincoln, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 C Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 19-Nov- StartWBEBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Mon 12:009513451296 12:151572483105 12:301540671121 12:45112672291669229218136458 01:00352244596 01:152651453110 01:301591442103 01:4539702461553186414123432 02:001680571125 02:151851622147 02:3021020462148 02:450496351016823305164584 03:0039814164 66 03:15011033195 85 03:30312214170 48 03:451711744716279213197726 80 04:0021312534184 04:1511143684182 04:3001223713193 04:45475271321612531728780 160221 05:002136915 128197 05:156227028 162232 05:3018287746 133210 05:451945148571531165727372161205844 06:0034134565390187 06:15291097163100172 06:3049937038119131 06:4554166964329629351205150459147637 07:00661127643142155 07:15679311737184130 07:30421182619668 78 07:45289462931314421512173161414 78209 08:00361753 70152222 08:15332255 86140226 08:3069431457 167236 08:456929435147596126520689047212 137 09:0062431272418967 09:1564331131017743 09:305421901014431 09:45502302111871401105412163131172 10:003921711211033 10:15391872811126 10:3058946910418 10:45481841159602498371084331996 11:00391852119129 11:1557103679317 11:30581062512015 11:4550204644592098311094131475 Total145134642345196637965430 Percent38.2% 63.8% 61.8% 36.2% Day Total 4915 4311 9226 Peak07:30 04:45 08:00 03:00 07:45 04:45 Vol.312 583 596 279 893 860 P.H.F.0.907 0.900 0.892 0.821 0.946 0.927 Page 7 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/13/1 202000000000002 01:0001100000000002 02:0000000000000000 03:0001000000000001 04:0004000000000004 05:000158030000000026 06:00098260600200000132 07:001306466800000000367 08:000274370600000000317 09:000168372700100000215 10:0006020082010000091 11:0005413050010000073 12 PM176220300000000102 13:0007411230000000090 14:00076243800100000112 15:00199311500000000137 16:001117220210000000143 17:001120210100000000143 18:00088200100000000109 19:000578000000000065 20:000283010000000032 21:000241020000000027 22:000102000000000012 23:0006100000000007 Total517583541469306000002209 Percent0.2%79.6%16.0%0.6%3.1%0.1%0.0%0.3%0.0%0.0%0.0%0.0%0.0% AM 07:0007:0007:0007:0007:0010:0006:0007:00 Peak Vol.130646682 2 367 PM 12:0017:0015:0014:0014:0016:0014:0016:00 Peak Vol.112031381 1 143 Page 1 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/14/1 203001000000004 01:0000000000000000 02:0001000000000001 03:0002000000000002 04:0005100000000006 05:000166020010000025 06:000105301900000000145 07:0013215551810100000402 08:0012895231200100000358 09:002136361600210000184 10:00271231630000000106 11:00170262300000000102 12 PM184250200200000114 13:00179303400100000118 14:00099222500100000129 15:00297354400100000143 16:001112210310000000138 17:000119260300000000148 18:000107210310000000132 19:0013910030000000053 20:000278000000000035 21:000220000000000022 22:000105000000000015 23:0007100000000008 Total13182143322846010100002390 Percent0.5%76.2%18.1%0.9%3.5%0.3%0.0%0.4%0.0%0.0%0.0%0.0%0.0% AM 09:0007:0007:0007:0007:0010:0009:0009:0007:00 Peak Vol.2321555183 21 402 PM 15:0017:0015:0015:0014:0016:0012:0017:00 Peak Vol.211935451 2 148 Page 2 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/15/1 202000000000002 01:0000000000000000 02:0001000000000001 03:0000000000000000 04:0004002000000006 05:000154010000000020 06:0001083411000000000153 07:0003265141000200000393 08:0012796511210000000359 09:0011334021000100000187 10:00068241800000000101 11:0017416030000000094 12 PM297280700110000136 13:00183211500000000111 14:00081163300000000103 15:000110405300000000158 16:001103241400000000133 17:001141250330000000173 18:002113211300000000140 19:000548020000000064 20:000304000000000034 21:000197010000000027 22:000141000000000015 23:0007200000000009 Total1018624312087404100002419 Percent0.4%77.0%17.8%0.8%3.6%0.2%0.0%0.2%0.0%0.0%0.0%0.0%0.0% AM 08:0007:0008:0007:0008:0008:0007:0007:00 Peak Vol.1326654121 2 393 PM 12:0017:0015:0015:0012:0017:0012:0012:0017:00 Peak Vol.214140573 11 173 Page 3 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/16/1 202200000000004 01:0002000000000002 02:0001000000000001 03:0000000000000000 04:0006201000000009 05:000217020000000030 06:000105300900100000145 07:0002955031100010000360 08:002231501900200000295 09:000119262600300000156 10:00190191601100000119 11:00275181212000000101 12 PM477180510000000105 13:00290172700100000119 14:00079242310300000112 15:000111332200010000149 16:000100311500000000137 17:002115211310000000143 18:0017613010000000091 19:000390000000000039 20:000318010000000040 21:000193010000000023 22:000191000000000020 23:0003000000000003 Total14170637316744311200002203 Percent0.6%77.4%16.9%0.7%3.4%0.2%0.1%0.5%0.1%0.0%0.0%0.0%0.0% AM 08:0007:0007:0007:0007:0011:0011:0009:0007:0007:00 Peak Vol.2295503111231 360 PM 12:0017:0015:0013:0013:0012:0014:0015:0015:00 Peak Vol.411533271 31 149 Page 4 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/17/1 204100000000005 01:0001000000000001 02:0000100000000001 03:0002000000000002 04:0001101000000003 05:0003301000000007 06:000109000000000019 07:0003612060000000054 08:0005617030000000076 09:00195210310000000121 10:00396210600000000126 11:00580190200000000106 12 PM3120140310000000141 13:00889230200000000122 14:00396150200000000116 15:00398180100000000120 16:00293170410200000119 17:0006412020000000078 18:001518000000000060 19:0002412010000000037 20:000305000000000035 21:000195010000000025 22:000195000000000024 23:000143000000000017 Total291101242038302000001415 Percent2.0%77.8%17.1%0.0%2.7%0.2%0.0%0.1%0.0%0.0%0.0%0.0%0.0% AM 11:0010:0009:0007:0009:0010:00 Peak Vol.59621 61 126 PM 13:0012:0013:0016:0012:0016:0012:00 Peak Vol.812023 41 2 141 Page 5 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/18/1 20100010000000011 01:0004000000000004 02:0000000000000000 03:0002100000000003 04:0001000000000001 05:0001100000000002 06:0006200000000008 07:000206030000000029 08:0005111000000000062 09:0014811020000000062 10:00379180300000000103 11:00478190100000000102 12 PM495240600000000129 13:005109210400000000139 14:00395190400000000121 15:0039280200000000105 16:0017513010000000090 17:000429020010000054 18:0004710010000000058 19:0002718010000000046 20:000232000000000025 21:00084000000000012 22:000103020000000015 23:0001100000000002 Total24924201033001000001183 Percent2.0%78.1%17.0%0.0%2.8%0.0%0.0%0.1%0.0%0.0%0.0%0.0%0.0% AM 11:0010:0011:0007:0010:00 Peak Vol.47919 3 103 PM 13:0013:0012:0012:0017:0013:00 Peak Vol.510924 6 1 139 Page 6 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/19/1 203200000000005 01:0001000000000001 02:0001000000000001 03:0001000000000001 04:0004001000000005 05:000185020000000025 06:0001013001100000000142 07:0013054741300000000370 08:0002915841220030000370 09:0041553811200410000215 10:0037017020010000093 11:0005618060000000080 12 PM186160500100000109 13:00290252910100000130 14:00082322500000000121 15:00190344800200000139 16:002103261100000000133 17:000110211000000000132 18:00190160300000000110 19:000473020000000052 20:000204000000000024 21:000128010000000021 22:000151010000000017 23:0008000000000008 Total1517594011994309400002304 Percent0.7%76.3%17.4%0.8%4.1%0.1%0.0%0.4%0.2%0.0%0.0%0.0%0.0% AM 09:0007:0008:0007:0007:0008:0009:0008:0007:00 Peak Vol.4305584132 43 370 PM 13:0017:0015:0015:0013:0013:0015:0015:00 Peak Vol.211034491 2 139 Total10931243591479233438000014123 Page 7 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/13/1 201100000000002 01:0000000000000000 02:0000000000000000 03:0000000000000000 04:0005100000000006 05:0004200000000006 06:000245110000000031 07:000107201200100000131 08:000156320200000000190 09:00183180200000000104 10:0006224051010000093 11:000103260100100000131 12 PM089191200000000111 13:00087161300000000107 14:000105261500000000137 15:000231510400100000287 16:000374601600200000443 17:002426541300000000486 18:000204360300000000243 19:00090110000000000101 20:000558000000000063 21:000427000000000049 22:000263000000000029 23:0008000000000008 Total32282420739106000002758 Percent0.1%82.7%15.2%0.3%1.4%0.0%0.0%0.2%0.0%0.0%0.0%0.0%0.0% AM 09:0008:0008:0006:0010:0010:0007:0008:00 Peak Vol.115632151 1 190 PM 17:0017:0016:0012:0016:0016:0017:00 Peak Vol.24266016 2 486 Page 8 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/14/1 203100000000004 01:0002000000000002 02:0001100000000002 03:0000000000000000 04:0004100000000005 05:0004200000000006 06:000316110000000039 07:00097221210010000124 08:000159383500000000205 09:00086321300020000124 10:0006518032000000088 11:00297211410000000126 12 PM0124181500200000150 13:00191200300000000115 14:000121262200100000152 15:001231521700000000292 16:000391641100100000458 17:007428681310200000510 18:002216260400000000248 19:0007413000000000087 20:000565000000000061 21:000615000000000066 22:000346000000000040 23:00092000000000011 Total1323854471343506300002915 Percent0.4%81.8%15.3%0.4%1.5%0.2%0.0%0.2%0.1%0.0%0.0%0.0%0.0% AM 11:0008:0008:0008:0008:0010:0009:0008:00 Peak Vol.215938352 2 205 PM 17:0017:0017:0014:0015:0017:0012:0017:00 Peak Vol.742868271 2 510 Page 9 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/15/1 207001000000008 01:0003100000000004 02:0001000000000001 03:0002100000000003 04:0004000000000004 05:0005200000000007 06:000294110001000036 07:000101190100000000121 08:001139273720100000180 09:0006622011000000090 10:0006914011000000085 11:000105210500000000131 12 PM0134191100000000155 13:0008892300100000103 14:000164322300100000202 15:001243483400300000302 16:001391720620000000472 17:008425691600100000510 18:004246260000100000277 19:00010170100000000109 20:000735020000000080 21:000385010000000044 22:000313010000000035 23:000204010000000025 Total1524854101346608100002984 Percent0.5%83.3%13.7%0.4%1.5%0.2%0.0%0.3%0.0%0.0%0.0%0.0%0.0% AM 08:0008:0008:0008:0008:0008:0008:0006:0008:00 Peak Vol.113927372 11 180 PM 17:0017:0016:0015:0016:0016:0015:0017:00 Peak Vol.842572362 3 510 Page 10 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/16/1 20100000000000010 01:0002100000000003 02:0001000000000001 03:0001000000000001 04:0005300000000008 05:0005300000000008 06:000293101001000035 07:00097212110000000122 08:001146291300000000180 09:00073232300000000101 10:00182121110110000100 11:000104171310000000126 12 PM1126300210000000160 13:002114210500100000143 14:001143331710100000187 15:000252732200000000329 16:000359660800210000436 17:002331550300100000392 18:000209280110000000239 19:000578010000000066 20:000366000000000042 21:000403010000000044 22:000454000000000049 23:000181000000000019 Total822854401141706300002801 Percent0.3%81.6%15.7%0.4%1.5%0.2%0.0%0.2%0.1%0.0%0.0%0.0%0.0% AM 08:0008:0008:0007:0008:0006:0010:0006:0008:00 Peak Vol.114629231 11 180 PM 13:0016:0015:0015:0016:0012:0016:0016:0016:00 Peak Vol.235973281 21 436 Page 11 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/17/1 20130000000000013 01:0006000000000006 02:0003200000000005 03:0000000000000000 04:0002000000000002 05:0002000000000002 06:000123000000000015 07:000153100010000020 08:001399211000000053 09:0017715030000000096 10:002115160300000000136 11:005107240300000000139 12 PM5153220400000000184 13:002112300300100000148 14:000112220200200000138 15:000120320300000000155 16:00394190100000000117 17:00082160200110000102 18:0007513000000000088 19:000457000000000052 20:000288000000000036 21:000283010000000032 22:000392000000000041 23:000323000000000035 Total191311249326105100001615 Percent1.2%81.2%15.4%0.2%1.6%0.1%0.0%0.3%0.1%0.0%0.0%0.0%0.0% AM 11:0010:0011:0008:0009:0008:0007:0011:00 Peak Vol.511524231 1 139 PM 12:0012:0015:0012:0014:0017:0012:00 Peak Vol.515332 4 21 184 Page 12 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/18/1 208001000000009 01:0005100000000006 02:0004000000000004 03:0004000000000004 04:0001100000000002 05:0002000000000002 06:0006000000000006 07:000187020000000027 08:0003211000010000044 09:000558010000000064 10:0036716000000000086 11:0019290000000000102 12 PM3124181000000000146 13:001113150000000000129 14:004105240000000000133 15:000107170000000000124 16:000118130200000000133 17:0007220020000000094 18:000419010000000051 19:000313000000000034 20:000408000000000048 21:000212000000000023 22:0007200000000009 23:000123000000000015 Total12108518719001000001295 Percent0.9%83.8%14.4%0.1%0.7%0.0%0.0%0.1%0.0%0.0%0.0%0.0%0.0% AM 10:0011:0010:0007:0008:0011:00 Peak Vol.39216 2 1 102 PM 14:0012:0014:0012:0016:0012:00 Peak Vol.41242412 146 Page 13 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/19/1 203001000000004 01:0003000000000003 02:0000000000000000 03:0001000000000001 04:0001000000000001 05:0005200000000007 06:002233020000000030 07:00295221100000000121 08:000143372100000000183 09:0007221110002000097 10:0007316051001000096 11:00091201300000000115 12 PM1112280220000000145 13:001106270600000000140 14:000115322310100000154 15:000222541800100000286 16:001360570220210000425 17:003400732300200000483 18:000200251200000000228 19:000788000000000086 20:000527011000000061 21:000334000000000037 22:000194000000000023 23:00092000000000011 Total1022164421141706400002737 Percent0.4%81.0%16.1%0.4%1.5%0.3%0.0%0.2%0.1%0.0%0.0%0.0%0.0% AM 06:0008:0008:0008:0010:0010:0009:0008:00 Peak Vol.214337251 2 183 PM 17:0017:0017:0014:0015:0012:0016:0016:0017:00 Peak Vol.340073282 21 483 Total140492595592452703812000017105 Page 14 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/13/1 200001100000002*34 01:0000002000000002*32 02:0000000000000000** 03:0000000010000001*42 04:00000031000000043233 05:0000038123000000263835 06:0000066152121000001323835 07:0001911134182281100003673835 08:0000621121141261100003173835 09:00000672112232000002153936 10:000003403314100000913935 11:00002634255100000733834 12 PM010103744100000001023834 13:001009264410000000903935 14:00002104144132000001123935 15:0000515416385000001373835 16:0000013685291000001433834 17:0010322733950000001433632 18:0000122493160000001093733 19:00000833194010000653734 20:00001415111000000323733 21:0000051282000000273733 22:000012432000000123733 23:00000123100000073735 %0.1%0.1%1.4%8.0%39.7%41.6%8.3%0.7%0.1%0.0%0.0%0.0%0.0% AM 07:0007:0008:0007:0007:0007:0009:0007:0007:00 Peak Vol.19211341822821367 Midday 13:0012:0011:0012:0014:0012:0014:0014:0014:00 Peak Vol.112104144132112 PM 17:0015:0017:0017:0015:0016:0015:0019:0016:00 Peak Vol.15227363951143 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 38 MPH 95th Percentile : 41 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 1623 Percent in Pace : 73.5% Number of Vehicles > 35 MPH : 934 Percent of Vehicles > 35 MPH : 42.3% Mean Speed(Average) : 34 MPH Page 1 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/14/1 200011200000004*33 01:0000000000000000** 02:0000000100000001*37 03:0000001010000002*37 04:00000024000000063735 05:00011111101000000253733 06:0012395356164100001453934 07:0011015142191437110004023935 08:0001218123167433100003583935 09:00011940111192100001843936 10:0002193838153000001063935 11:0010073844111000001023935 12 PM03132851280000001144036 13:00003102856174000001184036 14:0000185356110000001293835 15:00003125652191000001433935 16:00100154957151000001383834 17:0000724743830101001483633 18:0000096544131000001323834 19:00100420216100000533934 20:00000218132000000353734 21:000002883100000223935 22:000000572100000153937 23:00000023300000084038 %0.2%0.5%1.0%6.6%35.8%43.1%11.3%1.3%0.2%0.0%0.0%0.0%0.0% AM 06:0006:0006:0008:0007:0007:0007:0007:0006:0007:0007:00 Peak Vol.1231814219143711402 Midday 11:0012:0013:0013:0014:0013:0012:0013:0014:00 Peak Vol.133105356284129 PM 16:0017:0017:0017:0016:0015:0015:0017:0017:0017:00 Peak Vol.1724745719111148 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 1704 Percent in Pace : 71.3% Number of Vehicles > 35 MPH : 1121 Percent of Vehicles > 35 MPH : 46.9% Mean Speed(Average) : 35 MPH Page 2 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/15/1 200001100000002*34 01:0000000000000000** 02:0000000100000001*37 03:0000000000000000** 04:00000040200000063235 05:000000883010000203936 06:0000184680162000001533936 07:0010017127202413200003933936 08:00101016124163413100003593935 09:00011105098261000001873936 10:0000153246134000001014036 11:00010335448210000943835 12 PM113115152161000001363934 13:0001463256101100001113935 14:0002063643160000001033935 15:00002164873154000001583935 16:0000216594961000001333734 17:0001525875050000001733633 18:0001222624481000001403733 19:00000421299010000643936 20:00010316131000000343733 21:0000067121100000273834 22:000010464000000154136 23:00000142110000093435 %0.1%0.4%1.3%7.2%35.3%44.3%10.0%1.0%0.3%0.0%0.0%0.0%0.0% AM 07:0009:0008:0007:0007:0007:0007:0007:0007:0007:00 Peak Vol.1110171272024132393 Midday 12:0014:0013:0012:0012:0013:0012:0011:0011:0012:00 Peak Vol.1241151561621136 PM 17:0017:0017:0017:0015:0015:0015:0019:0017:00 Peak Vol.152587731541173 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 1740 Percent in Pace : 71.9% Number of Vehicles > 35 MPH : 1120 Percent of Vehicles > 35 MPH : 46.3% Mean Speed(Average) : 35 MPH Page 3 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/16/1 2000031000000043233 01:0000011000000002*29 02:0000010000000001*27 03:0000000000000000** 04:00000143100000093634 05:00001113122100000303735 06:0000034774191100001453936 07:0000012147156404100003603935 08:003411587143384000002953935 09:0010155172242000001563936 10:00001123849172000001193935 11:0012073045142000001013935 12 PM14454139101000001053833 13:00121135334114000001193833 14:0001318335160000001123834 15:00113115956153000001493934 16:00003136149101000001373834 17:00002167238132000001433834 18:001009363211200000913934 19:00010319133000000393733 20:00100616161000000403732 21:0000051143000000233833 22:0000106103000000203936 23:0000002100000003*34 %0.5%0.7%1.0%7.1%37.7%40.8%10.9%1.3%0.1%0.0%0.0%0.0%0.0% AM 08:0008:0005:0008:0007:0007:0007:0007:0006:0007:00 Peak Vol.341151471564041360 Midday 11:0012:0012:0014:0013:0014:0011:0013:0013:00 Peak Vol.144185351144119 PM 15:0015:0015:0017:0017:0015:0015:0015:0015:00 Peak Vol.113167256153149 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 1558 Percent in Pace : 70.7% Number of Vehicles > 35 MPH : 981 Percent of Vehicles > 35 MPH : 44.5% Mean Speed(Average) : 35 MPH Page 4 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/17/1 2000013100000053737 01:0000010000000001*27 02:0000001000000001*32 03:0000000110000002*39 04:0000001110000003*37 05:00000042010000073436 06:000001863100000194036 07:0001059288120000543936 08:001132242713500000764135 09:003102041351020000001213326 10:00062235441720000001263429 11:0007343527300000001063126 12 PM310263659610000001413227 13:00081533511230000001223429 14:000237633461000001163733 15:0012344948120100001203834 16:0002414335583000001193834 17:00001932286200000783834 18:00011819227200000603934 19:00000120124000000373835 20:00001410155000000353935 21:0000231262000000253733 22:001002885000000244034 23:0000121040000000173532 %0.6%3.5%9.6%17.2%36.7%24.6%6.4%1.1%0.2%0.0%0.0%0.0%0.0% AM 09:0009:0009:0009:0009:0007:0008:0008:0007:0009:00 Peak Vol.310204135281352121 Midday 12:0012:0011:0012:0014:0014:0014:0014:0012:00 Peak Vol.3103436633461141 PM 15:0015:0016:0016:0015:0016:0015:0016:0015:0015:00 Peak Vol.1241449551231120 % iles15th Percentile : 23 MPH 50th Percentile : 31 MPH 85th Percentile : 37 MPH 95th Percentile : 41 MPH Stats10 MPH Pace Speed : 28-37 MPH Number in Pace : 808 Percent in Pace : 57.1% Number of Vehicles > 35 MPH : 386 Percent of Vehicles > 35 MPH : 27.3% Mean Speed(Average) : 31 MPH Page 5 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/18/1 20003611000000113332 01:0000002200000004*34 02:0000000000000000** 03:0000000110010003*45 04:0000000100000001*37 05:0000001010000002*37 06:00000204200000083936 07:0000237124100000293935 08:000012192911000000624036 09:001104172811000000624035 10:000407364591100001033834 11:000329324880000001023834 12 PM14175450120000001293833 13:0014283573142000001393934 14:00030113950162000001213935 15:0011316373980000001053833 16:000107482211100000903834 17:00012427145100000543833 18:00000727185100000583834 19:0000138238300000464137 20:00000211110100000253734 21:000001640100000123635 22:000001770000000153834 23:0000001100000002*34 %0.3%1.9%1.2%8.2%35.5%40.8%10.7%1.2%0.1%0.1%0.0%0.0%0.0% AM 09:0009:0007:0009:0008:0008:0008:0007:0003:0008:00 Peak Vol.11241929111162 Midday 12:0012:0011:0014:0012:0013:0014:0013:0013:00 Peak Vol.142115473162139 PM 15:0015:0015:0015:0016:0015:0016:0019:0015:00 Peak Vol.113164839113105 % iles15th Percentile : 28 MPH 50th Percentile : 34 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 812 Percent in Pace : 68.6% Number of Vehicles > 35 MPH : 521 Percent of Vehicles > 35 MPH : 44.0% Mean Speed(Average) : 34 MPH Page 6 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/19/1 2000032000000053334 01:0000010000000001*27 02:0000001000000001*32 03:0000000100000001*37 04:0000012110000005*34 05:0000108142000000253835 06:0000185462152000001423935 07:0000522131160492100003703935 08:0002214138174363100003703935 09:001201254109361000002154036 10:0012110253814110000933934 11:000004283711000000803935 12 PM0109454491000001093834 13:0001285747150000001303834 14:0000073461170100101213936 15:00011126151121000001393834 16:0000210546061000001333834 17:0000028633361100001323633 18:0011013444443000001103834 19:00000217294000000523835 20:0000021344010000243935 21:0000021252000000213834 22:000002654000000174035 23:00101031200000083129 %0.2%0.4%0.7%7.2%37.0%42.6%10.8%0.7%0.3%0.0%0.0%0.0%0.0% AM 09:0008:0007:0007:0008:0008:0007:0008:0007:0007:00 Peak Vol.125221381744931370 Midday 12:0013:0012:0013:0014:0014:0012:0014:0014:0013:00 Peak Vol.129576117111130 PM 18:0015:0016:0017:0017:0016:0015:0018:0017:0015:00 Peak Vol.1122863601231139 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 1659 Percent in Pace : 72.0% Number of Vehicles > 35 MPH : 1049 Percent of Vehicles > 35 MPH : 45.5% Mean Speed(Average) : 35 MPH Page 7 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/13/1 200000200000002*37 01:0000000000000000** 02:0000000000000000** 03:0000000000000000** 04:0000010221000006*39 05:00000113100000063735 06:00002511130000000313733 07:002024536082000001313834 08:0000047091232000001903936 09:0000033454121000001043936 10:000059263914000000933935 11:0000245054183000001313935 12 PM00014451123000001113936 13:0000174046102100001073835 14:0000145564112000001373835 15:000032495132312000002873935 16:0000109922010860000004433632 17:00614501382155940000004863429 18:00001371395970000002433633 19:00000114629150000001013934 20:00000723255300000633935 21:00000515243200000493835 22:0000029143100000293836 23:00000233000000083533 %0.3%0.5%2.8%13.3%41.7%33.8%6.7%0.9%0.0%0.0%0.0%0.0%0.0% AM 07:0006:0006:0008:0008:0008:0007:0008:00 Peak Vol.2257091232190 Midday 11:0013:0014:0014:0011:0011:0013:0014:00 Peak Vol.2755641831137 PM 17:0017:0017:0017:0016:0015:0015:0020:0017:00 Peak Vol.61450138220132313486 % iles15th Percentile : 27 MPH 50th Percentile : 32 MPH 85th Percentile : 38 MPH 95th Percentile : 40 MPH Stats10 MPH Pace Speed : 29-38 MPH Number in Pace : 1898 Percent in Pace : 68.8% Number of Vehicles > 35 MPH : 960 Percent of Vehicles > 35 MPH : 34.8% Mean Speed(Average) : 33 MPH Page 8 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/14/1 2000031000000043233 01:0000000110000002*39 02:0000001010000002*37 03:0000000000000000** 04:00000013010000053638 05:00000132000000063333 06:0001159202100000393834 07:0000074458150000001243935 08:00003771108160000002053835 09:000014515881100001243835 10:000004175413000000883936 11:0012044758131000001263935 12 PM001145865102000001503834 13:0000133360162000001153936 14:0002246760142100001523835 15:0002329127107194100002923834 16:0000860229143171000004583733 17:00269571172366230000005103428 18:00002391247490000002483733 19:000001336299000000873834 20:00000631157200000613934 21:00101429264010000663834 22:00001513174000000403834 23:000002620100000113433 %1.0%0.5%2.8%11.3%42.4%35.1%6.2%0.6%0.1%0.0%0.0%0.0%0.0% AM 06:0008:0007:0008:0008:0008:0004:0009:0008:00 Peak Vol.137711081611205 Midday 11:0011:0014:0012:0014:0012:0013:0012:0014:0014:00 Peak Vol.1221467651621152 PM 17:0017:0017:0017:0017:0016:0015:0015:0015:0017:00 Peak Vol.269571172361431941510 % iles15th Percentile : 27 MPH 50th Percentile : 33 MPH 85th Percentile : 37 MPH 95th Percentile : 40 MPH Stats10 MPH Pace Speed : 29-38 MPH Number in Pace : 2031 Percent in Pace : 69.7% Number of Vehicles > 35 MPH : 1020 Percent of Vehicles > 35 MPH : 35.0% Mean Speed(Average) : 33 MPH Page 9 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/15/1 2000053000000083534 01:00000004000000043737 02:0000001000000001*32 03:0000011100000003*32 04:0000000210100004*42 05:00000232000000073332 06:0000167202000000363834 07:0000064058161000001213936 08:0010295882252100001803935 09:000005304411000000903935 10:000214313214100000854035 11:0000323375162000001313936 12 PM000103879262000001553936 13:0000122555191000001034036 14:00232198176172000002023834 15:000135114092132000003023733 16:0000910524710371000004723532 17:002115561142287240000005103428 18:00005371468180000002773633 19:00000103453120000001093835 20:00001745216000000803734 21:00000214217000000443936 22:00000215143100000353835 23:0000121093000000253834 %0.8%0.7%2.8%13.3%41.3%33.5%7.0%0.5%0.1%0.0%0.0%0.0%0.0% AM 08:0008:0008:0008:0008:0008:0008:0004:0008:00 Peak Vol.12958822521180 Midday 14:0014:0011:0014:0014:0012:0012:0011:0014:00 Peak Vol.233198179262202 PM 17:0017:0017:0017:0016:0016:0015:0015:0017:00 Peak Vol.211556114247103132510 % iles15th Percentile : 27 MPH 50th Percentile : 32 MPH 85th Percentile : 38 MPH 95th Percentile : 40 MPH Stats10 MPH Pace Speed : 29-38 MPH Number in Pace : 2027 Percent in Pace : 67.9% Number of Vehicles > 35 MPH : 1026 Percent of Vehicles > 35 MPH : 34.4% Mean Speed(Average) : 33 MPH Page 10 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/16/1 20001144000000104138 01:0000002001000003*37 02:0000000100000001*37 03:0000000010000001*42 04:00000115001000083837 05:00000332000000083231 06:0001066184000000353934 07:0000023471132000001223936 08:0000066780242100001803936 09:0000253745111000001013935 10:0014133243151000001003934 11:0000153758232000001264036 12 PM01194683182000001603935 13:0002355659162000001433935 14:0003297176251000001873935 15:0000515118160283000003293835 16:0000367235117140000004363633 17:003614741979080000003923631 18:00102331237460000002393633 19:00200524286100000663834 20:00000318183000000423734 21:00001323152000000443634 22:00000320242000000493735 23:000001882000000193835 %0.2%0.6%1.2%9.2%41.4%38.5%8.0%0.6%0.1%0.0%0.0%0.0%0.0% AM 06:0009:0006:0008:0008:0008:0007:0004:0008:00 Peak Vol.12667802421180 Midday 14:0013:0012:0014:0012:0014:0011:0014:00 Peak Vol.3397183252187 PM 17:0017:0017:0017:0016:0015:0015:0015:0016:00 Peak Vol.361474235160283436 % iles15th Percentile : 28 MPH 50th Percentile : 33 MPH 85th Percentile : 38 MPH 95th Percentile : 41 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 2018 Percent in Pace : 72.0% Number of Vehicles > 35 MPH : 1106 Percent of Vehicles > 35 MPH : 39.5% Mean Speed(Average) : 34 MPH Page 11 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/17/1 20012730000000133532 01:00000131010000063235 02:0001000121000005*35 03:0000000000000000** 04:0000000200000002*37 05:0000000020000002*42 06:000001734000000154035 07:0000023112200000203837 08:00102415256000000533934 09:001101838326000000963733 10:0011422544761000001363733 11:0017424603193000001393731 12 PM02240944050100001843632 13:0011323674580000001483733 14:0002219465982000001383834 15:0000296167160000001553835 16:0003224943153000001173935 17:00002114929101000001023834 18:00000443346100000883835 19:00003522184000000523733 20:0000141695100000363934 21:0000067145000000323935 22:00000617152010000413734 23:00001114152110000353735 %0.3%1.1%1.8%12.6%41.6%33.7%7.6%1.1%0.2%0.0%0.0%0.0%0.0% AM 08:0002:0008:0009:0009:0009:0008:0007:0009:00 Peak Vol.1121838326296 Midday 11:0011:0011:0012:0012:0014:0011:0011:0012:0012:00 Peak Vol.174409459931184 PM 16:0019:0017:0015:0015:0015:0016:0022:0015:00 Peak Vol.331161671631155 % iles15th Percentile : 27 MPH 50th Percentile : 33 MPH 85th Percentile : 38 MPH 95th Percentile : 41 MPH Stats10 MPH Pace Speed : 29-38 MPH Number in Pace : 1104 Percent in Pace : 68.4% Number of Vehicles > 35 MPH : 579 Percent of Vehicles > 35 MPH : 35.8% Mean Speed(Average) : 33 MPH Page 12 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/18/1 2000026100000093836 01:00000141000000063332 02:0000011200000004*33 03:0000002000110004*43 04:0000000011000002*44 05:0000001100000002*34 06:00000014001000063739 07:0000101095200000274236 08:00000112219100000444037 09:00001223298100000643935 10:000230144817200000864036 11:0011432851131000001023935 12 PM02293866272000001464036 13:0002073671121000001293935 14:0010094165161000001333935 15:0000064558141000001243935 16:001017556063000001333834 17:00002937379000000943834 18:00000617198100000513935 19:00102110146000000343934 20:00001320213000000483834 21:0010014104300000234336 22:00000144000000093634 23:000000364020000154139 %0.4%0.5%1.3%5.2%31.5%46.6%12.6%1.5%0.3%0.1%0.0%0.0%0.0% AM 07:0009:0009:0009:0008:0007:0003:0003:0009:00 Peak Vol.122329921164 Midday 11:0012:0011:0012:0014:0013:0012:0012:0012:00 Peak Vol.12494171272146 PM 16:0017:0017:0016:0016:0015:0016:0023:0016:00 Peak Vol.12955601432133 % iles15th Percentile : 30 MPH 50th Percentile : 35 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 926 Percent in Pace : 71.5% Number of Vehicles > 35 MPH : 659 Percent of Vehicles > 35 MPH : 50.9% Mean Speed(Average) : 35 MPH Page 13 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/19/1 200001120000004*38 01:0000010200000003*34 02:0000000000000000** 03:0000000010000001*42 04:0000000010000001*42 05:00000133000000073533 06:0000118163100000303936 07:0000194050201000001213935 08:0001165886264000011834036 09:000001374413200000973936 10:000114225114300000963936 11:0000154254121000001153935 12 PM110124269173000001453935 13:00104114168150000001403935 14:0000265379140000001543835 15:00000897141364000002863936 16:0000038218152161000004253734 17:0022201592405640000004833430 18:00102181178361000002283733 19:00001934319200000863935 20:00100320298000000613935 21:00000716140000000373733 22:000005854100000234034 23:000003440000000113632 %0.2%0.2%1.2%11.2%40.2%37.9%8.1%0.9%0.0%0.0%0.0%0.0%0.0% AM 08:0006:0007:0008:0008:0008:0008:0008:0008:00 Peak Vol.11958862641183 Midday 12:0012:0013:0012:0014:0014:0012:0012:0014:00 Peak Vol.114125379173154 PM 17:0017:0017:0017:0017:0016:0015:0015:0017:00 Peak Vol.2220159240152364483 % iles15th Percentile : 28 MPH 50th Percentile : 33 MPH 85th Percentile : 38 MPH 95th Percentile : 41 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 1941 Percent in Pace : 70.9% Number of Vehicles > 35 MPH : 1075 Percent of Vehicles > 35 MPH : 39.3% Mean Speed(Average) : 34 MPH Page 14 573121545148124119150126116158254128355368100196Vol.36719040220539318036018012613910310237018328214817:00Vol.143486148510173510149436141184139146139483136368 2795979876564232182442AM Peak07:0008:0007:0008:0007:0008:0007:0008:0010:0011:0010:0011:0007:0008:0007:0008:00 123082 D VolumePage 1 Site Code: TBA 49675305540350043030247850414458 Week Average NB 4458 1119106282262163106941181361245132221782016 15:00 SB 317121183939611514028648324611723 5410511423097109145121154133425110228863711273717:00 NB 19-Nov-12 5041 11253703702158013013913252218230415:00 SB 1196426244102146129124901335851254815912:00 041286276486121133943423151295 NB 18-Nov-12 2478 13:00 432296210310212913910554461221183 SB 51361503221915765313613918414811613815511911710260883536244112:00 20965232351615 NB 17-Nov-12 3030 12712112610614112212012:00 54783725171415 SB Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Fnbjm;!ebubsfrvftutAqejmmd/dpn 4103111988145351221801011191001261051601431121873294363929123966404244204919280116:00 NB JOEVTUSJFT-!MMD16-Nov-12 EBUB QSFDJTJPO 5004 20360295156101119149137143315:00 3039232203 SB 17:00 2841136471533612118090101851311361551031032023021334725101402771093480441535252984 NB 15-Nov-12 5403 ADTADT 4,461AADT 4,461 00393359187111158173917:00 209464272419 SB 3561154017:00 44212065614539124205124106881261141501151291522921384585101322488766112915 NB 14-Nov-12 5305 022540235818410211814314853228239017:00 SB Client: Toole Design Group/ C. Fink south of Bedford Street (Route 62) 12:00 AM22002:0000004:0046606:001323113119010410:00919313112:00 PM10211110702:0011213728748606:0010924310108:00326310:001229817:00 443492758 NB 13-Nov-12 4967 City, State: Concord, MA 212636708:00317215739013714314365277220916:00 SB Old Bedford Road Total Comb. Day Total PM Peak 01:0003:0005:0007:0009:0011:0001:0003:0004:0005:0007:0009:0011:00 Start Time Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 13-Nov- StartSBNBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Tue 12:00126125251 12:15026127153 12:30026035061 12:45122410202241111448213 01:00025023048 01:15023030053 01:30122023145 01:4512209000311071251197 02:00034029063 02:15018035053 02:30031032063 02:45002911200411370070249 03:000310710102 03:15029060089 03:3000740110 36 03:4511137008228711123424 41 04:00011051144 39 04:1511892127 38 04:3022813 124152 04:45143814336443410586 125163 05:0014001 120160 05:1563828 142180 05:3053601095145 05:45142629143461154861832144629 06:00102948114110 06:1524303622792 06:3042298615090 06:4556132211091631392437216360352 07:0022183910561 87 07:1517252110738 82 12401830 07:30 97137 07:453671465481312310149837166 101149 08:007691726 38114 08:158661925 53139 08:3079101212222 43 08:457631773219015631325072295 56 09:00778381711525 09:1565820138521 09:3047616116317 09:452621552730104849563191376 10:0032216124814 10:15253214467 10:302031893812 10:451491412389342952184841 11:00142272414 11:15113303416 11:30311361672 11:45177317381312855204315 Total1230979694206419243043 Percent63.9% 32.2% 36.1% 67.8% Day Total 2209 2758 4967 Peak07:00 03:30 08:00 04:30 07:30 04:30 Vol.367 154 190 511 539 655 P.H.F.0.908 0.939 0.848 0.900 0.904 0.910 Page 1 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 14-Nov- StartSBNBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Wed 12:00225237462 12:15124132256 12:30038047085 12:45142711414341502861264 01:00028026054 01:15029030059 01:30034131165 01:45002711812281151255233 02:00026028054 02:15129133262 02:30031039070 02:450112912521521395281 43 0860121 03:000 35 03:150052095 43 03:3000680103 35 03:452230143008629222116435 04:000361841120 04:1513101071138 04:3024031275 167 04:45363113815458411596 140171 05:0004700 140187 05:1563539 143178 05:30932110161 129 05:4510253414826985101231132658 06:00163978523124 06:1536330643697 06:30273312523985 06:4566145271322039472488618474380 07:0020263812258 96 07:1517402113338 93 10261012520 07:30 99 07:4540265332124188752624140 114146 08:00959371726 132 08:1580101323 63143 08:3093122032 54147 08:459035843520511611415631596 51 09:006461510221 38 09:1550832218229 09:3041527156820 09:4529184322271241566563081888 10:0026229105512 10:1532319105113 10:302462194515 10:452410641519881140431941555 11:00221265486 11:15262334596 11:30243302545 11:4530102283712601167228219 Total13351055725219020603245 Percent64.8% 32.5% 35.2% 67.5% Day Total 2390 2915 5305 Peak07:00 02:45 08:15 04:45 07:45 04:30 Vol.402 156 206 552 568 703 P.H.F.0.882 0.907 0.817 0.965 0.966 0.940 Page 2 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 15-Nov- StartSBNBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Thu 12:00133337470 12:15136039175 12:30032240272 12:450235136383915531074291 01:00025226251 01:15035025060 01:30023032055 01:45002811124201032448214 02:00121137258 02:15023049072 02:30035061096 02:45012410301552020279305 03:0004211001142 03:15037050087 03:300482712119 03:450031158038130203112460 04:0012811022130 04:1523411233157 04:3012511092134 04:45264613314472310605 138184 05:0014723 127174 05:1543415 144178 05:30729 48134182 05:45820173271055101027149683 44 06:001439917145 46 06:153568241126 44 06:3037246684392 06:4567153261402136282778818954417 07:0030182610456 86 07:1516303613352 103 11372637 07:30 103140 07:45393764361212110951428173 101137 08:0077102333 34111 08:1510381725 61164 08:309572213829 43 08:4584359934180188012653927114 42 09:00778291410622 09:1551111496520 09:3041323106413 09:451818752724901144422771671 10:00254222476 10:15261176437 10:3025719104417 10:452510131527851735521862050 11:0022130125213 11:15213376589 11:30243294537 11:452794293513132562225534 Total13161103670231419863417 Percent66.3% 32.3% 33.7% 67.7% Day Total 2419 2984 5403 Peak07:00 05:30 08:00 04:45 07:30 04:45 Vol.393 182 180 543 552 718 P.H.F.0.954 0.948 0.738 0.943 0.841 0.976 Page 3 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 16-Nov- StartSBNBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Fri 12:00120437557 12:15129142271 12:30230142372 12:4504261054103916041465265 01:00022240262 01:15133037170 01:30039126165 01:45122511903401431565262 02:00132136268 02:15030047077 02:30025042067 02:45012511201621870287299 03:000341961130 03:150410800121 03:300420820124 03:450032149017132901103478 04:001253984123 04:1543215 111143 04:30213 43114157 04:452913738436517573 37113150 05:00213 39109148 05:15721059139 34 05:306331997132 05:4515303714348793921938116535 06:00183637721113 06:1525301652695 06:304398555164 06:455914516912335422398218058330 07:008172410232 85 07:1511351613527 100 10321610526 07:30 73 07:45360103938122106648220105 102140 08:0077141327 34111 08:158611617 44130 08:307171522 51122 08:45612958401808421124751682 51 09:0049732118118 09:154752787413 09:3031621165222 09:452915652321101944502571467 10:0030319134916 10:152932475310 10:30331027156025 10:4527119420301001449572191869 11:0025023124812 11:15192264456 11:30260372632 11:4531101134012611971227222 Total1222981695210619173087 Percent63.7% 31.8% 36.3% 68.2% Day Total 2203 2801 5004 Peak07:00 04:30 08:00 04:15 07:45 04:15 Vol.360 153 180 447 503 598 P.H.F.0.882 0.890 0.882 0.980 0.898 0.952 Page 4 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 17-Nov- StartSBNBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Sat 12:0013067 6696 12:15112 393170 12:30134 333164 12:4525141313184518325 395695 01:001238369 31 01:15025333358 01:30029037066 01:45013712216401481777270 02:00029125154 02:15032228260 02:30028140168 02:45112711615451382672254 03:00024041065 03:15034041075 03:30034033067 03:45222812000401552268275 04:00141026167 04:15031134165 04:30117125242 04:45133011902321171562236 05:00023031054 05:15120024144 05:30420123543 05:4527157812241023939180 06:00319127446 06:15414221635 06:30512322834 06:4571915609151888163433148 07:009114151326 07:1513122161528 07:301755122217 07:45155493792095224741889 08:00181112143025 08:1517810102718 08:30157152309 08:45267693516531036421291971 09:0022620104216 09:152192784817 09:3052566211 37 09:451215252496832652171357 41 10:0081785016 33 10:1533295612 24 10:3036101222 4278 10:453312632413612412621565 4578 11:002471522 3862 11:15304913 3767 11:30282345627 11:452410641730139635542451052 Total521894487112810082022 Percent51.7% 44.2% 48.3% 55.8% Day Total 1415 1615 3030 Peak09:30 00:15 10:30 12:00 10:30 12:00 Vol.135 142 162 184 285 325 P.H.F.0.823 0.910 0.900 0.697 0.913 0.846 Page 5 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 18-Nov- StartSBNBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Sun 12:00229431660 12:152244666 42 12:30314 374279 12:4541112909146420275 393170 01:00134 313263 01:1512283 4068 01:30135035170 01:451433139163412921067268 02:00038236274 02:15030028058 02:30027131158 02:45002612114381331464254 03:00225125350 03:15032234266 03:30019035054 03:45132910514301242759229 04:00119037156 04:15028136164 04:30020136156 04:4501239002241330347223 05:00022225247 05:15012024036 05:30014014028 05:45226540231942437148 06:00121013134 06:15212015227 06:30220010230 06:453855866135191418109 07:006175111128 07:15611771318 07:30994121321 07:45829946112743419561380 08:001067151721 08:151498122221 08:3025412133717 08:4513626251744848301061473 09:001841673411 09:151341672911 09:30193184377 09:451262112146452326126635 10:0092215010 28 10:155172437 26 10:300294544 25 10:4510311518862942189324 24 11:0017088 3249 11:1529033 2049 11:3026224 2753 102215204217 11:453010202 2353 Total3877963569397431735 Percent52.1% 45.9% 47.9% 54.1% Day Total 1183 1295 2478 Peak10:00 00:30 11:00 00:15 11:00 00:30 Vol.103 147 102 147 204 280 P.H.F.0.920 0.919 0.797 0.875 0.962 0.886 Page 6 Old Bedford Road QSFDJTJPO south of Bedford Street (Route 62) EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 D Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 19-Nov- StartSBNBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Mon 12:00130336466 12:15129036165 12:30231135366 12:45151910904381451957254 01:00032131163 01:15132038170 01:30033134167 01:45013313013371401470270 02:00023026049 02:15129039168 02:30030047077 02:450112100421540181275 39 0850120 03:000 35 03:150060097 37 03:3001721103 31 03:451136139016928612105425 04:0013701121149 04:151320941126 04:3013211132 145 04:4525321330142526558 106138 05:0024113 150191 05:15834311 124158 05:3042826143 115 05:4511252913217944831232123615 06:00194537322118 06:1523265672893 06:3037277584485 06:4563142121101530302287817242338 07:00782119259746 07:1514252212036 95 7382413931 07:30 101 07:45370105239121158649125138 96135 08:008341927 97131 08:159471421 45139 08:309251823 57149 08:458737042418310611345531485 47 09:008791112320 36 09:1547621106816 09:30401155556 09:454121552125971137663121658 10:002461744110 10:152042694613 10:30252227479 10:452493517319632355189840 11:002552675112 11:15122272394 11:30230271501 11:452080183511511155195219 Total1308996658207919663075 Percent66.5% 32.4% 33.5% 67.6% Day Total 2304 2737 5041 Peak07:15 02:45 08:15 04:45 07:45 04:30 Vol.389 142 185 495 554 632 P.H.F.0.963 0.910 0.811 0.825 0.930 0.827 Page 7 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/13/1 201100000000002 01:0008000000000008 02:0000001000000001 03:0001100000000002 04:0015010000000007 05:000418030000000052 06:000122292410100000159 07:000308505600010000370 08:000379580720300000449 09:000266513500120000328 10:000152340901010000197 11:000140400800110000190 12 PM0140352310000000181 13:0001303021110010000175 14:000157450610010000210 15:000171572410000000235 16:000186430900000000238 17:001206251530000000241 18:000157230300000000183 19:00192120100000000106 20:0006513000000000078 21:000386010000000045 22:000291020000000032 23:000203000000000023 Total3281456518881016700003512 Percent0.1%80.1%16.1%0.5%2.5%0.3%0.0%0.2%0.2%0.0%0.0%0.0%0.0% AM 04:0008:0008:0007:0010:0008:0010:0008:0009:0008:00 Peak Vol.137958592132 449 PM 17:0017:0015:0012:0013:0017:0013:0017:00 Peak Vol.1206572113 1 241 Page 1 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/14/1 203000000000003 01:0006000000000006 02:0001000000000001 03:0000001000000001 04:0004110000000006 05:002437130000000056 06:0001123111100000000155 07:003341473810100000404 08:001386582900000000456 09:000255461700100000310 10:001128430620100000181 11:0001583321220010000208 12 PM11713731100200000225 13:001138403700110000191 14:000153371400000000195 15:002156423901200000215 16:0011914301220100000250 17:000212361210000000252 18:001149220400000000176 19:00095120400000000111 20:0006714020000000083 21:000606010000000067 22:000294000000000033 23:000194000000000023 Total13287756322113819200003608 Percent0.4%79.7%15.6%0.6%3.1%0.2%0.0%0.2%0.1%0.0%0.0%0.0%0.0% AM 07:0008:0008:0007:0011:0010:0007:0011:0008:00 Peak Vol.3386583122 11 456 PM 15:0017:0016:0012:0016:0016:0015:0012:0013:0017:00 Peak Vol.2212433122121 252 Page 2 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/15/1 205100000000006 01:0007000000000007 02:0002001000000003 03:0002010000000003 04:0007000000100008 05:000436140000000054 06:000135353910000000183 07:000341532900010000406 08:001362803720010000456 09:0002224801510030000289 10:000167373800100000216 11:0001384001600010000195 12 PM11423731000100000194 13:0001493501400010000199 14:001146292500010000184 15:000192482810000000251 16:000180400810000000229 17:000223491510000000279 18:000151260400000000181 19:00092150200000000109 20:000729110000000083 21:0005213000001000066 22:000288001000000037 23:000278000000000035 Total32885617221268021000003673 Percent0.1%78.5%16.8%0.6%3.4%0.2%0.0%0.1%0.3%0.0%0.0%0.0%0.0% AM 08:0008:0008:0006:0011:0008:0010:0009:0008:00 Peak Vol.1362803162 13 456 PM 12:0017:0017:0012:0013:0015:0012:0013:0017:00 Peak Vol.1223493141 11 279 Page 3 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/16/1 20110000000000011 01:0008001000000009 02:0000101000000002 03:0001110000000003 04:0007101000000009 05:002354040000000045 06:001116241800300000153 07:001349392900110000402 08:0023205131100000000387 09:000204411800300000257 10:0001363001200200000180 11:0001423611010000000190 12 PM0158341720100000203 13:001150303700000000191 14:000134421800200000187 15:0012084621120000000270 16:001198422700100000251 17:000211380810100000259 18:000178180510000000202 19:000109150200000000126 20:0006110010001000073 21:000339010000000043 22:000537010010000062 23:000253010000000029 Total92847522181247015200003544 Percent0.3%80.3%14.7%0.5%3.5%0.2%0.0%0.4%0.1%0.0%0.0%0.0%0.0% AM 05:0007:0008:0008:0010:0011:0006:0007:0007:00 Peak Vol.2349513121 31 402 PM 13:0017:0015:0013:0015:0012:0014:0020:0015:00 Peak Vol.1211463112 21 270 Page 4 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/17/1 20133000000000016 01:0006100000000007 02:0002000000000002 03:0003111000000006 04:0004000000000004 05:000161120000000020 06:000257020000000034 07:0004819080010000076 08:00098250910000000133 09:000119290900000000157 10:003179290710100000220 11:0041503611210000000204 12 PM8204320400000000248 13:005190290610000000231 14:007215402900100000274 15:0071633001000000000210 16:003126270200000000158 17:000140270510000000173 18:000119151200000000137 19:0006510000000000075 20:000509000000000059 21:000577010000000065 22:000577010000000065 23:000402000000000042 Total372089386690503000002616 Percent1.4%79.9%14.8%0.2%3.4%0.2%0.0%0.1%0.0%0.0%0.0%0.0%0.0% AM 11:0010:0011:0003:0011:0008:0007:0010:00 Peak Vol.4179361121 1 220 PM 12:0014:0014:0014:0015:0013:0014:0014:00 Peak Vol.8215402101 1 274 Page 5 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/18/1 20181000000000019 01:0002302000000007 02:0001000000000001 03:0003000000000003 04:0002001000000003 05:000142000000000016 06:001174020000000024 07:000489010000000058 08:0006911030000000083 09:00178210300000000103 10:003112270400000000146 11:004121170140000000147 12 PM2191240000000000217 13:005190240200000000221 14:005148220000100000176 15:004187191300100000215 16:001140210400000000166 17:00093120300000000108 18:0008512010000000098 19:0006311040000000078 20:0004910040000000063 21:000329000000000041 22:000202010000000023 23:000252000000000027 Total261708263139402000002043 Percent1.3%83.6%12.9%0.0%1.9%0.2%0.0%0.1%0.0%0.0%0.0%0.0%0.0% AM 11:0011:0010:0010:0011:0011:00 Peak Vol.412127 44 147 PM 13:0012:0012:0015:0016:0014:0013:00 Peak Vol.51912414 1 221 Page 6 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/19/1 209000000000009 01:0004300000000007 02:0002000000000002 03:0001000000000001 04:000110010000000012 05:000337140000000045 06:001125262810100000164 07:0023194641900200000392 08:0013876631100110000470 09:000224471800200000282 10:000123392520100000172 11:000126420800100000177 12 PM1126371920100000177 13:001146330510100000187 14:0001434111400100000200 15:0001743221020310000224 16:0011884311400220000251 17:001198310410100000236 18:001142320300000000178 19:00194190200000000116 20:000494010000000054 21:0005511000000000066 22:000395010000000045 23:000175000000000022 Total102735569181279017400003489 Percent0.3%78.4%16.3%0.5%3.6%0.3%0.0%0.5%0.1%0.0%0.0%0.0%0.0% AM 07:0008:0008:0007:0007:0010:0007:0008:0008:00 Peak Vol.2387664192 21 470 PM 12:0017:0016:0015:0014:0012:0015:0016:0016:00 Peak Vol.1198432142 32 251 Total1795534851057075125425000022485 Page 7 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/13/1 204200000000006 01:0001000000000001 02:0002000000000002 03:0003010000000004 04:0002300100000006 05:000266101000000034 06:00091221310000000118 07:001188472800100000247 08:000215473300010000269 09:001181381420120000230 10:001159440900010000214 11:000152390510010000198 12 PM0138401200000000181 13:000167400500010000213 14:000206481600000000261 15:001265621310200000335 16:000431700310100000506 17:003556591300000000622 18:001399510500100000457 19:000179260100000000206 20:00010760000000000113 21:000635000000000068 22:000290000000000029 23:000143000000000017 Total835786581360806600004337 Percent0.2%82.5%15.2%0.3%1.4%0.2%0.0%0.1%0.1%0.0%0.0%0.0%0.0% AM 07:0008:0007:0008:0010:0009:0007:0009:0008:00 Peak Vol.121547392 12 269 PM 17:0017:0016:0012:0014:0015:0015:0013:0017:00 Peak Vol.355670161 21 622 Page 8 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/14/1 20110000000000011 01:0003001000000004 02:0001000000000001 03:0005010000000006 04:0004300000000007 05:000297010000000037 06:00098130100000000112 07:000163373420000000209 08:002240553510110000308 09:001178320510110000219 10:0001382911030210000184 11:000171322400020000211 12 PM0174431910000000228 13:001194263500000000229 14:000206372810400000258 15:000277650430100000350 16:000433581320000000497 17:002539511000100000594 18:000357310200000000390 19:000190280000000000218 20:000101130200000000116 21:001648000000000073 22:000342000000000036 23:000241000000000025 Total73634571186414010500004323 Percent0.2%84.1%13.2%0.4%1.5%0.3%0.0%0.2%0.1%0.0%0.0%0.0%0.0% AM 08:0008:0008:0007:0010:0010:0010:0011:0008:00 Peak Vol.2240553103 22 308 PM 17:0017:0015:0013:0012:0015:0014:0017:00 Peak Vol.253965393 4 594 Page 9 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/15/1 206100000000007 01:0003000000000003 02:0004000000000004 03:0004210000000007 04:0001001000000002 05:0001414000000000028 06:00093192530000000122 07:0001844521000010000242 08:001180631710000000253 09:000168531310120000229 10:000135452400010000187 11:000153394700010000204 12 PM0169321800000000210 13:000181312600010000221 14:000238381600000000283 15:001281621320100000351 16:001450720410100000529 17:003508531510000000571 18:002387510010100000442 19:000172171100000000191 20:000111160000000000127 21:0008610020001000099 22:000392000000000041 23:000183000000000021 Total8358566820721004700004374 Percent0.2%82.0%15.3%0.5%1.6%0.2%0.0%0.1%0.2%0.0%0.0%0.0%0.0% AM 08:0007:0008:0011:0007:0006:0009:0009:0008:00 Peak Vol.1184634103 12 253 PM 17:0017:0016:0013:0012:0015:0015:0013:0017:00 Peak Vol.350872282 11 571 Page 10 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/16/1 20121000000000013 01:0002100000000003 02:0002000000000002 03:0005010000000006 04:0000101000000002 05:000227021000000032 06:00196181200000000118 07:001167370830000000216 08:001202524520000000266 09:001141380430100000188 10:000141383210100000186 11:000174331530100000217 12 PM0189411820000000241 13:001190311500100000229 14:000212472710000000269 15:003310630500000000381 16:000396570510400000463 17:001468600210000000532 18:002275330200100000313 19:000147110100000000159 20:00091130100000000105 21:000665000000000071 22:000654010000000070 23:000254010000000030 Total11339859514671809000004112 Percent0.3%82.6%14.5%0.3%1.6%0.4%0.0%0.2%0.0%0.0%0.0%0.0%0.0% AM 06:0008:0008:0008:0007:0007:0009:0008:00 Peak Vol.120252483 1 266 PM 15:0017:0015:0014:0012:0012:0016:0017:00 Peak Vol.346863282 4 532 Page 11 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/17/1 20221010000000024 01:0005000000000005 02:0005200000000007 03:0002010000000003 04:0005102000000008 05:0007100000000008 06:000427010010000051 07:0006217020000000081 08:00089260800010000124 09:000147340510000000187 10:000168290300100000201 11:003205421710100000260 12 PM3197291020110000234 13:001211230400100000240 14:004209310200000000246 15:001286393920000000340 16:002244330200000000281 17:000149121200100000165 18:000140211000000000162 19:00195170000100000114 20:00092140300000000109 21:000667010000000074 22:000553000000000058 23:000342000000000036 Total152537391852607200003018 Percent0.5%84.1%13.0%0.3%1.7%0.2%0.0%0.2%0.1%0.0%0.0%0.0%0.0% AM 11:0011:0011:0003:0008:0009:0006:0008:0011:00 Peak Vol.320542181 11 260 PM 14:0015:0015:0015:0015:0012:0012:0012:0015:00 Peak Vol.428639392 11 340 Page 12 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/18/1 20150010000000016 01:000100000000000010 02:0003000000000003 03:0005000000000005 04:0002000000000002 05:0004000000000004 06:000197000000000026 07:0004311011000000056 08:0017610000000000087 09:000113200000000000133 10:001111190100000000132 11:000178190200100000200 12 PM0170260000000000196 13:003186240010000000214 14:002221230200000000248 15:001220230200100000247 16:000188270200000000217 17:000112160100100000130 18:000115210100000000137 19:0007613030000000092 20:000857000000000092 21:000453000000000048 22:000171000000000018 23:000150000000000015 Total82029270016203000002328 Percent0.3%87.2%11.6%0.0%0.7%0.1%0.0%0.1%0.0%0.0%0.0%0.0%0.0% AM 08:0011:0009:0011:0007:0011:0011:00 Peak Vol.117820 21 1 200 PM 13:0014:0016:0019:0013:0015:0014:00 Peak Vol.322127 31 1 248 Page 13 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Class Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 11/19/1 20120000000000012 01:0000000000000000 02:0002000100000003 03:0001110000000003 04:00084010000000013 05:000187010000000026 06:00088170330000000111 07:000164402410000000211 08:000198552710210000266 09:001171491600200000230 10:000139442620000000193 11:000156271730100000195 12 PM11645401020400000235 13:000174350410200000216 14:002229470700000000285 15:001292811700110000384 16:001419610220100000486 17:002530631500100000602 18:000352390510110000399 19:000193240000000000217 20:00095120010000000108 21:0005211000000000063 22:000363000000000039 23:000190000000000019 Total83512674117518015300004316 Percent0.2%81.4%15.6%0.3%1.7%0.4%0.0%0.3%0.1%0.0%0.0%0.0%0.0% AM 09:0008:0008:0007:0008:0006:0008:0008:0008:00 Peak Vol.119855273 21 266 PM 14:0017:0015:0015:0012:0012:0012:0015:0017:00 Peak Vol.2530811102 41 602 Total222733827844067605423000026808 Page 14 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/13/1 200001010000002*37 01:00000012500000084239 02:0000000010000001*42 03:0000000011000002*44 04:00000103210000073838 05:00000052816201000524239 06:0000234386196000001593936 07:0016271171194636100003714034 08:00730201579206867000004504033 09:00014868168718000003284137 10:0000293995484000001974137 11:0013283485525000001904136 12 PM00463892382100001814037 13:00003133593246100001754036 14:005351143105344000002104035 15:00001766112427000002354036 16:000241291108192000002383835 17:006581285109151000002413833 18:0012236787183000001833935 19:00012133045123000001063935 20:000012164114400000784137 21:00000491910300000454137 22:0000039163100000323935 23:000000377420000234741 %1.0%1.4%1.9%4.0%23.7%48.4%17.1%2.3%0.1%0.0%0.0%0.0%0.0% AM 07:0008:0008:0008:0008:0008:0008:0009:0007:0005:0008:00 Peak Vol.163020157920686811450 Midday 14:0011:0014:0013:0014:0014:0011:0013:0012:0014:00 Peak Vol.53513431055261210 PM 17:0017:0017:0019:0016:0015:0015:0015:0023:0017:00 Peak Vol.65813911124272241 % iles15th Percentile : 29 MPH 50th Percentile : 35 MPH 85th Percentile : 40 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 32-41 MPH Number in Pace : 2407 Percent in Pace : 68.5% Number of Vehicles > 35 MPH : 1985 Percent of Vehicles > 35 MPH : 56.5% Mean Speed(Average) : 35 MPH Page 1 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/14/1 200000120000003*40 01:00000000600000064342 02:0000001000000001*32 03:0000000100000001*37 04:00000012030000064641 05:00000042422501000564340 06:0000062289335000001554137 07:009102011462118611000004044035 08:00031137752031198000004564136 09:002361535159864000003104137 10:0001463697324100001814036 11:00176113598473000002084035 12 PM001104591698100002254237 13:0002354684455100001914136 14:00305114284464100001964136 15:007813345674212000002153831 16:00013767118467100002504036 17:001431471140172000002523835 18:0013284989203010001763935 19:0000382753200000001114036 20:000101154520100000834137 21:000001163017300000674137 22:0000013179210000334239 23:0000013114310000234439 %0.7%1.2%2.2%5.2%19.3%47.7%21.3%2.3%0.2%0.1%0.0%0.0%0.0% AM 07:0007:0007:0008:0008:0007:0008:0007:0005:0008:00 Peak Vol.910203775211119111456 Midday 14:0011:0011:0011:0013:0011:0012:0012:0012:0012:00 Peak Vol.3761146986981225 PM 15:0015:0015:0015:0017:0017:0016:0016:0016:0018:0017:00 Peak Vol.7813347114046711252 % iles15th Percentile : 30 MPH 50th Percentile : 36 MPH 85th Percentile : 41 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 33-42 MPH Number in Pace : 2433 Percent in Pace : 67.4% Number of Vehicles > 35 MPH : 2172 Percent of Vehicles > 35 MPH : 60.2% Mean Speed(Average) : 36 MPH Page 2 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/15/1 2000011310000064240 01:00000003211000073842 02:0000000002100003*49 03:0000002001000003*37 04:00000022130000084640 05:00000022724100000544239 06:0000163997363010001834037 07:003123090179947000004064136 08:0020622112225854000004564036 09:00139679146441000002893935 10:00016722133443000002164037 11:0005493689492100001954136 12 PM02252695548200001944238 13:00005115485431000001994036 14:0013693895284000001844035 15:0024162434136305000002513934 16:00002762109472000002294036 17:002610785136330000002793934 18:000131326112223100001813936 19:0000151663204000001094037 20:000014164811200010833936 21:000003212911200000664036 22:0000017208100000374037 23:0000013176710000354540 %0.3%0.7%2.0%4.6%21.0%50.3%18.9%1.9%0.2%0.0%0.0%0.0%0.0% AM 07:0009:0009:0007:0008:0008:0007:0007:0001:0006:0008:00 Peak Vol.3393011222594711456 Midday 14:0011:0014:0013:0013:0012:0012:0012:0012:0013:00 Peak Vol.1561154955482199 PM 15:0017:0015:0015:0017:0015:0016:0023:0018:0020:0017:00 Peak Vol.2616248513647711279 % iles15th Percentile : 30 MPH 50th Percentile : 36 MPH 85th Percentile : 40 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 32-41 MPH Number in Pace : 2575 Percent in Pace : 70.1% Number of Vehicles > 35 MPH : 2194 Percent of Vehicles > 35 MPH : 59.7% Mean Speed(Average) : 36 MPH Page 3 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/16/1 20000225200000114440 01:00000033300000094037 02:0000000110000002*39 03:00000003000000033637 04:00000203121000093739 05:00000211126401000454441 06:0021023286282000001534036 07:004159570231617000004024035 08:000223683196663000003884036 09:004249571224811000002574136 10:00005163380406000001804136 11:0002363989437100001904137 12 PM008152892517200002034137 13:000231137824511100001924237 14:00213103384467100001874136 15:002615326890506001002704034 16:000141563130363000002523936 17:000171478132243000002593835 18:00012341119360000002024036 19:0002571763292100001264136 20:000021183813100000734036 21:0000055267000000433936 22:000004112221220000624238 23:0000024911201000294239 %0.4%1.0%2.0%5.6%20.4%48.3%19.5%2.5%0.3%0.1%0.0%0.0%0.0% AM 07:0007:0007:0008:0008:0007:0008:0009:0004:0005:0007:00 Peak Vol.41593683231661111402 Midday 14:0011:0012:0012:0011:0012:0012:0013:0012:0012:00 Peak Vol.22815399251112203 PM 15:0015:0015:0015:0017:0017:0015:0015:0022:0023:0015:0015:00 Peak Vol.26153278132506211270 % iles15th Percentile : 30 MPH 50th Percentile : 36 MPH 85th Percentile : 40 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 32-41 MPH Number in Pace : 2405 Percent in Pace : 67.8% Number of Vehicles > 35 MPH : 2106 Percent of Vehicles > 35 MPH : 59.4% Mean Speed(Average) : 36 MPH Page 4 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/17/1 20000582100000163937 01:00000123100000073735 02:0000000020000002*42 03:0000012210000006*34 04:0000000121000004*42 05:000000287300000204440 06:0000113917300000344339 07:000000134017600000764238 08:00001419613810000001334238 09:0000793574266000001574036 10:00244347377251000002203833 11:00047204086453000002054035 12 PM24519561064314000002494135 13:000142342104700002314136 491 14:006816367096357000002743933 15:00068234888298000002104034 16:0001275266255000001584036 17:00013134687221000001733935 18:00000222661271000001374036 19:000101204111100000753936 20:000001152613400000594237 21:00001216377200000653936 22:000012252611000000653935 23:0000046178340000424638 %0.4%1.1%2.3%8.5%23.5%42.9%17.7%3.3%0.2%0.0%0.0%0.0%0.0% AM 09:0009:0009:0009:0008:0008:0009:00 Peak Vol.7935743810157 Midday 14:0014:0014:0014:0014:0012:0013:0012:0013:0014:00 Peak Vol.6816367010649141274 PM 15:0015:0015:0016:0015:0015:0015:0023:0015:00 Peak Vol.682352882984210 % iles15th Percentile : 29 MPH 50th Percentile : 35 MPH 85th Percentile : 40 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 32-41 MPH Number in Pace : 1665 Percent in Pace : 63.6% Number of Vehicles > 35 MPH : 1422 Percent of Vehicles > 35 MPH : 54.3% Mean Speed(Average) : 35 MPH Page 5 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/18/1 200012104011000194039 01:0000010222000007*40 02:0000010000000001*27 03:0000100110000003*34 04:0000000111000003*42 05:000010245400000164540 06:000002379210000244239 07:000021111715921000584539 08:00001883726210000834137 09:0001381635337000001034237 10:00037163152299000001474135 11:00033132566343200001494136 12 PM1210244184486010002174135 13:00169333898342100002223934 14:001513153375285001001764034 15:00038374983351000002163934 16:0000184282285000001664036 17:0003462646212000001084035 18:000018164720501000984137 19:000106153417410000784137 20:0000267369300000634036 21:00000061914110000414239 22:0000116113100000233936 23:0000010612530000274842 %0.1%1.3%3.3%9.6%18.4%41.7%20.9%3.9%0.6%0.2%0.0%0.0%0.0% AM 09:0009:0008:0009:0008:0009:0007:0007:0000:0009:00 Peak Vol.138163733921103 Midday 12:0013:0014:0013:0012:0013:0012:0012:0011:0012:0014:0013:00 Peak Vol.1613334198486211222 PM 15:0015:0015:0015:0015:0015:0016:0023:0018:0015:00 Peak Vol.3837498335531216 % iles15th Percentile : 28 MPH 50th Percentile : 36 MPH 85th Percentile : 41 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 33-42 MPH Number in Pace : 1251 Percent in Pace : 61.1% Number of Vehicles > 35 MPH : 1179 Percent of Vehicles > 35 MPH : 57.6% Mean Speed(Average) : 36 MPH Page 6 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA EB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/19/1 2000002520000094442 01:00000013300000074038 02:0000002000000002*32 03:0000000010000001*42 04:000001252200000123938 05:00000011722500000454440 06:00102814108292000001644037 07:0010571696186666000003924034 08:0000233832321126200004704137 09:000171240148685100002824137 10:00016104861414001001724136 11:0001882588434000001774136 12 PM11173594326000001774036 13:00015132789465100001874137 14:0032684079547100002004136 15:00012165589556000002244136 16:000261162137312000002513935 17:004971665100350000002363933 18:0000095099182000001783936 19:0000233357192000001164036 20:000012122810100000544036 21:000025103512200000664036 22:00000351123210000454239 23:0000000118120000224241 %0.5%0.7%1.8%5.2%20.2%48.1%21.1%2.1%0.2%0.0%0.0%0.0%0.0% AM 07:0007:0007:0008:0007:0008:0008:0007:0008:0008:00 Peak Vol.1057339623211262470 Midday 14:0014:0011:0013:0014:0012:0014:0014:0013:0014:00 Peak Vol.3281340945471200 PM 17:0017:0017:0015:0017:0016:0015:0015:0023:0016:00 Peak Vol.49716651375562251 % iles15th Percentile : 30 MPH 50th Percentile : 36 MPH 85th Percentile : 40 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 33-42 MPH Number in Pace : 2385 Percent in Pace : 68.4% Number of Vehicles > 35 MPH : 2105 Percent of Vehicles > 35 MPH : 60.3% Mean Speed(Average) : 36 MPH Page 7 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/13/1 2000014010000063738 01:0000001000000001*32 02:0000011000000002*29 03:0000001120000004*38 04:0000002202000006*39 05:0001205138500000344437 06:0000191564262100001184037 07:0012111246130378000002474036 08:000010649136625010002694137 09:000111242128432010002304036 10:00004937126317000002144036 11:000061426110393000001984036 12 PM11012099554000001814138 13:00112443111438000002134137 14:000172478104398000002614035 15:001132994160416000003353935 16:0000234219227240000005063834 17:00001290337173101000006233633 18:0000141220179160000004573734 19:00004197595130000002063834 20:0001043753171000001133936 21:000014153810000000683936 22:0000109134200000294036 23:000000474200000174238 %0.1%0.2%1.6%7.2%31.7%45.5%12.1%1.5%0.0%0.0%0.0%0.0%0.0% AM 07:0007:0007:0007:0008:0008:0008:0007:0006:0008:0008:00 Peak Vol.1211124913662811269 Midday 12:0012:0014:0014:0014:0013:0012:0013:0014:00 Peak Vol.1172478111558261 PM 15:0015:0017:0017:0017:0016:0015:0015:0017:00 Peak Vol.111290337227416623 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 3074 Percent in Pace : 70.9% Number of Vehicles > 35 MPH : 2145 Percent of Vehicles > 35 MPH : 49.4% Mean Speed(Average) : 35 MPH Page 8 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/14/1 20000253100000114138 01:0000001120000004*38 02:0000000100000001*37 03:0000002210100006*39 04:00000052000000073433 05:00101051413210000374237 06:0000061258324000001124138 07:00005521117555100002094138 08:0003131347158659000003084136 09:00003222125578200002194138 10:0000483686437000001844137 11:00012924115537000002114137 12 PM0025531015512000002284137 13:00007519122733000002294138 14:000121049141523000002584037 15:0008315085132422000003503933 16:0014530145256506000004973935 17:0002744271246240000005943734 18:0000014144198313000003903835 19:00003198991160000002183834 20:0000043261172000001163936 21:000224202715300000734135 22:0000116199000000364037 23:0000022125400000254438 %0.0%0.5%2.0%5.3%25.3%48.3%16.5%1.9%0.1%0.0%0.0%0.0%0.0% AM 05:0008:0008:0008:0008:0008:0008:0008:0009:0008:00 Peak Vol.131313471586592308 Midday 11:0013:0014:0012:0014:0013:0012:0014:00 Peak Vol.1710531417312258 PM 16:0015:0015:0015:0017:0016:0016:0016:0017:00 Peak Vol.183150271256506594 % iles15th Percentile : 30 MPH 50th Percentile : 35 MPH 85th Percentile : 40 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 32-41 MPH Number in Pace : 3022 Percent in Pace : 69.9% Number of Vehicles > 35 MPH : 2424 Percent of Vehicles > 35 MPH : 56.1% Mean Speed(Average) : 36 MPH Page 9 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/15/1 2000131110000073236 01:0000001110000003*37 02:0000100210000004*35 03:00000034000000073635 04:0000000020000002*42 05:0000203119210000284238 06:0000121566326000001224138 07:00012748116644000002424137 08:000231056134436000002544036 09:00004752126364000002294036 10:0000542895495100001874137 11:00003527107584000002044137 12 PM00363098655300002104238 13:000045251086910000002214238 14:001071158137636000002834136 15:004371697162566000003514035 16:0001521228209623000005293935 17:0000644260236241000005713734 18:0001146199163302000004423834 19:0000276592232000001913935 20:0000523469152000001273936 21:000107264914020000993936 22:0000038227100000414036 23:000002685000000214136 %0.1%0.2%1.4%4.7%29.1%46.1%16.7%1.6%0.2%0.0%0.0%0.0%0.0% AM 08:0009:0008:0008:0008:0007:0006:0005:0008:00 Peak Vol.2410561346461254 Midday 14:0014:0014:0014:0014:0013:0013:0012:0014:00 Peak Vol.17115813769103283 PM 15:0015:0015:0018:0017:0017:0016:0015:0021:0017:00 Peak Vol.437462602366262571 % iles15th Percentile : 30 MPH 50th Percentile : 35 MPH 85th Percentile : 40 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 3080 Percent in Pace : 70.4% Number of Vehicles > 35 MPH : 2385 Percent of Vehicles > 35 MPH : 54.5% Mean Speed(Average) : 36 MPH Page 10 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/16/1 20000355000000134238 01:0000001101000003*39 02:0000000100100002*45 03:00000032010000063336 04:0000001100000002*34 05:0000303157310000324338 06:0000031967254000001184137 07:00000829114605000002164138 08:000261047138594000002664036 09:00203102575629200001884237 10:0000353192477100001864137 11:000051122112643000002174137 12 PM015541108729000002414237 13:00001467100525000002294137 14:000632446127558000002694036 15:00131113106183559000003814035 16:0001546185188371000004633834 17:0000337262211181000005323734 18:0000213122149253000003143835 19:0000195572184000001593935 20:0000053050172100001054036 21:000003263012000000713936 22:000101120269300000703935 23:0000028119000000304136 %0.1%0.3%1.2%5.3%28.0%45.7%17.2%2.0%0.1%0.0%0.0%0.0%0.0% AM 09:0008:0008:0008:0008:0008:0009:0009:0009:0008:00 Peak Vol.22610471386292266 Midday 14:0011:0014:0013:0014:0012:0012:0014:00 Peak Vol.652467127729269 PM 15:0015:0015:0016:0017:0017:0015:0015:0020:0017:00 Peak Vol.1311462622115591532 % iles15th Percentile : 30 MPH 50th Percentile : 35 MPH 85th Percentile : 40 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 2851 Percent in Pace : 69.3% Number of Vehicles > 35 MPH : 2264 Percent of Vehicles > 35 MPH : 55.1% Mean Speed(Average) : 36 MPH Page 11 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/17/1 200015107100000244137 01:0000002120000005*37 02:00000140200000073234 03:0000001110000003*37 04:00000024110000083838 05:00000002330000084543 06:00002272116210000514238 07:00011173630500000814338 08:0001232352403000001244237 09:00205124298235000001873935 10:004411108469180100002013833 11:000091368120447000002614036 12 PM1151448102549000002344136 13:000061355107545000002404136 14:000062357115396000002464036 15:0000112891165432000003403935 16:0001112078127358100002813935 17:0000374483271000001653936 18:00001136465171100001623835 19:0003044255100000001143834 20:0000023251195000001094137 21:000046232811110000743935 22:00000321285100000583935 23:00000211175100000364036 %0.2%0.4%2.6%5.9%26.9%44.9%16.8%2.2%0.2%0.0%0.0%0.0%0.0% AM 09:0007:0009:0009:0009:0009:0008:0007:0006:0009:00 Peak Vol.2151242984051187 Midday 12:0012:0011:0014:0011:0011:0012:0012:0011:00 Peak Vol.1192368120549261 PM 19:0015:0015:0015:0015:0015:0016:0016:0015:00 Peak Vol.31128911654381340 % iles15th Percentile : 29 MPH 50th Percentile : 35 MPH 85th Percentile : 40 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 2041 Percent in Pace : 67.6% Number of Vehicles > 35 MPH : 1636 Percent of Vehicles > 35 MPH : 54.2% Mean Speed(Average) : 36 MPH Page 12 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/18/1 20000463300000164439 01:000001252000000103936 02:0000001110000003*37 03:0000002210000005*36 04:0000001100000002*34 05:0000000211000004*41 06:0000014810300000264339 07:000054111717200000564236 08:00004263727920000874339 09:00004121753389100001344237 10:0000672256354200001324237 11:00019113495446000002004136 12 PM0213143085484000001964136 13:000062230102521100002144036 14:0000141647115506000002484036 15:0003102457113382000002473935 16:000115147786212100002173834 17:00014102667202000001303935 18:00001104561182000001373935 19:0000010204813100000923936 20:000024273620120000924036 21:00010213255110000483936 22:000001683000000183936 23:000000183300000154440 %0.0%0.4%4.0%7.1%20.7%44.5%20.2%2.7%0.4%0.0%0.0%0.0%0.0% AM 07:0009:0009:0009:0009:0008:0008:0009:00 Peak Vol.51217533892134 Midday 12:0014:0013:0014:0014:0013:0011:0013:0014:00 Peak Vol.21422471155261248 PM 15:0016:0015:0016:0015:0015:0023:0020:0015:00 Peak Vol.31524771133832247 % iles15th Percentile : 29 MPH 50th Percentile : 35 MPH 85th Percentile : 41 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 32-41 MPH Number in Pace : 1512 Percent in Pace : 64.9% Number of Vehicles > 35 MPH : 1347 Percent of Vehicles > 35 MPH : 57.8% Mean Speed(Average) : 36 MPH Page 13 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Speed Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA WB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 11/19/1 20000243300000124440 01:0000000000000000** 02:00000003000000033637 03:0000001101000003*39 04:000011253100000134136 05:0000201138110000264138 06:0000031259316000001114238 07:000031327105585000002114137 08:000131434142685000002674137 09:00023732129515100002304137 10:0000274887472000001934137 11:00004432119333000001954037 12 PM008539120585000002354137 13:000124331055911100002164238 14:00013857155538000002854037 15:002051992184774200003854036 16:0020613166249482000004863935 17:0000645304223222000006023734 18:0001733149181280000003993834 19:00001650127303000002173936 20:0000122654223000001084037 21:00010483613100000634136 22:000001101411300000394238 23:000000179200000194340 %0.1%0.2%1.3%4.4%26.1%49.1%17.0%1.8%0.1%0.0%0.0%0.0%0.0% AM 09:0007:0008:0008:0008:0008:0006:0005:0008:00 Peak Vol.2314341426861267 Midday 13:0012:0014:0014:0014:0013:0013:0013:0014:00 Peak Vol.1885715559111285 PM 15:0018:0018:0017:0017:0016:0015:0015:0015:0017:00 Peak Vol.217453042497742602 % iles15th Percentile : 30 MPH 50th Percentile : 35 MPH 85th Percentile : 40 MPH 95th Percentile : 43 MPH Stats10 MPH Pace Speed : 32-41 MPH Number in Pace : 3086 Percent in Pace : 71.5% Number of Vehicles > 35 MPH : 2467 Percent of Vehicles > 35 MPH : 57.1% Mean Speed(Average) : 36 MPH Page 14 342357618022520218818521220721822320426434122142646016532917170110Vol.45026945630845625440226622026114920047026734822517:00Vol.241623252594279571270532274340222248251602232460 24947142233831AM Peak08:0008:0008:0008:0008:0008:0007:0008:0010:0011:0011:0011:0008:0008:0008:0008:00 91 123082 E VolumePage 1 Site Code: TBA 78527932804876605637437778077047 Week Average WB 7047 73411253013482471882002322211035642293216 15:00 EB 031213211267230195216385602217541084539 91223261641111721931772352002854861783996319431817:00 WB 19-Nov-12 7807 71453924702821771872242512361166622348916:00 EB 19165424268387134200214248247130981376392231814:00 101332561471322171961662179248152329 WB 18-Nov-12 4377 13:00 7316581031492221762161087841272048 EB 16245273488345113312418720126124923424024634015828116513716211459109655815:00 8174363019 WB 17-Nov-12 5637 7615722020523127421017314:00 20767565422618 EB Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Fnbjm;!ebubsfrvftutAqejmmd/dpn 1113322692321531182162661881801862172032412291872693812524635322023141597310571627030411317:00 WB JOEVTUSJFT-!MMD16-Nov-12 EBUB QSFDJTJPO 7660 9340238825719019227025912615:00 4543293547 EB 17:00 673347822818312224225422921618720419421022118428335122952957118144219183127993741214375 WB 15-Nov-12 8048 ADTADT 7,045AADT 7,045 7340645628919519925127910917:00 5466353673 EB 83116333617:00 3114116673715511220930821918118421122522822919625835025049759417639021873254323 WB 14-Nov-12 7932 61564044563102081912152521116723360917:00 EB Client: Toole Design Group/ C. Fink 12:00 AM26102:0012404:007606:0015911824726923010:0019721419812:00 PM18118121302:0021026133504:0023850662306:0018345720608:007811310:00322917:00 3468174338 WB 13-Nov-12 west of Old Bedford Street Bedford Street (Route 62) 7852 City, State: Concord, MA 82523714503281901752352411064523351417:00 EB Total Comb. Day Total PM Peak 01:0003:0005:0007:0008:0009:0011:0001:0003:0005:0007:0009:0011:00 Start Time Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 13-Nov- StartEBWBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Tue 12:00144253397 12:15039340379 12:30046147193 12:45125218106411811893362 01:00043043086 01:154461555101 01:302410612102 01:45284517501542132999388 02:000490570106 02:15043055098 02:300660730139 02:451152210227626133128471 03:000461811127 03:151581742132 03:300622942156 03:4512235048633516155570 69 04:0022964149 53 04:15101211189 68 04:30021312194 63 04:45475423826506613744 158212 05:0045237 153205 05:151080414 169249 05:3015491328 168217 05:4523526024114341336233786193864 06:0025621813643198 06:1528562612054176 06:3044353210076135 06:45621593018342118101457104277131640 07:0079295876137105 07:157922554913471 07:309135574214877 07:45371201062473920661859312 12277199 08:00123143 12269191 08:15222749 11859177 08:30272855 10575180 08:451054501778662692711317171944191 09:001148702118429 09:15688471911527 09:307622521812840 09:457032874561230106813155817113 10:005511531210823 10:15551448610320 10:305144769810 10:453619733266214529102411861 11:004695069615 11:15445453898 11:3050755310510 11:45501902234819851798388740 Total176717471329300930964756 Percent57.1% 36.7% 42.9% 63.3% Day Total 3514 4338 7852 Peak07:45 03:45 07:45 04:45 07:45 04:45 Vol.467 253 280 648 747 883 P.H.F.0.957 0.917 0.909 0.959 0.938 0.887 Page 1 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 14-Nov- StartEBWBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Wed 12:00245549794 12:151665576123 12:300511681119 12:45036322501154228014117453 01:00150140290 01:152441693113 01:303510673118 01:450646191245322921099420 02:00136159295 02:150510580109 02:300500770127 02:450159196016425802123454 03:000581701128 03:1505411011155 03:300534754128 03:4511502150610435017154565 04:0046001024162 04:1506301240187 04:3005621332189 04:452625057497713747 71138209 05:00224 65139204 05:1512820 74161235 05:30161430 58156214 05:4526565525213371385943993193846 06:0018481611234160 06:1533582110954167 06:304036329972135 06:4564155341764311270390107267104566 07:0097364379140115 07:158526486713393 07:309525453414059 07:4512740424111732093821820061362329 08:00105253358 59164 08:15153550 10183184 08:30222244 11888206 08:4545621833082611676447199 13278210 09:0016521516331 111 09:157510701814528 09:306417542211839 09:4560310246743219187310352942140 10:00491142139124 10:1551942109319 10:3041661910215 10:454018173339184436793651169 11:0050635118517 11:1557655711213 11:304346051039 11:455820872361211225119419948 Total178718221309301430964836 Percent57.7% 37.7% 42.3% 62.3% Day Total 3609 4323 7932 Peak08:15 04:45 08:00 04:45 08:00 04:45 Vol.462 268 308 594 764 862 P.H.F.0.875 0.905 0.875 0.922 0.910 0.917 Page 2 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 15-Nov- StartEBWBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Thu 12:002484546102 12:15144134278 12:302492534102 12:4516531940769210113122404 01:00146041187 01:153490593108 01:301491602109 01:4527551992361221410116420 02:001422633105 02:150420680110 02:300492762125 02:452351184047628327127467 03:0007211041176 03:150530780131 03:300494824131 03:4533772512787351510164602 04:0035201413193 04:1515611182174 04:3015801231181 04:453822912529410758 63147210 05:00314 84150234 05:1513518 75166241 05:30101020 67149216 05:4528545327912281065714082159850 06:0024481613840186 06:1532622212454186 06:3047444310290146 06:4580183271814112278442121305105623 07:007928615814086 07:1510828526116089 07:3011332503916371 07:45406211092423319164854300 10679185 08:00163248 11258170 08:15223961 11168179 08:30242751 12870198 08:451054562183582542912716371050210 09:009318693016248 09:156019632512344 09:306516582912345 09:4571289136639229159911051828165 10:005512451510027 10:15581249610718 10:30501053610316 10:4553216337401871441934031778 11:0043134468719 11:15481154210213 11:3066449811512 11:453819573557204521953991256 Total182618471289308631154933 Percent58.6% 37.4% 41.4% 62.6% Day Total 3673 4375 8048 Peak07:45 04:45 07:45 04:45 07:45 04:45 Vol.457 289 275 612 732 901 P.H.F.0.893 0.860 0.870 0.922 0.924 0.935 Page 3 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 16-Nov- StartEBWBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Fri 12:005507421292 12:152492594108 12:304441705114 12:450116020331370241324130444 01:00142043185 01:156522688120 01:301511662117 01:451947192035222911299421 02:00036154190 02:151541692123 02:301460631109 02:450251187028326904134456 03:000674954162 03:150710990170 03:301711962167 03:452361270169138139152651 04:0045801044162 04:1506101170178 04:3025811053163 04:453925212463411715 75137212 05:00224 63156219 05:158816 72125197 05:30131225 69134203 05:4522455525910321175323277172791 06:0024611810442165 06:152756219148147 06:303545386773112 06:456715340202411185231410827192516 07:007837495312790 07:158634354112175 07:3032593516867 109 07:45402231262163015961853285 12973202 08:00242044 9764161 08:15173047 10762169 08:30104153348 75179 08:45803881773652662210514565439178 09:00699621513124 09:15709391310922 09:306112572711839 09:455725713433018816718744529114 10:00501635158531 10:15471442238937 10:30402545208545 10:454318076264186127010736619132 11:0060846710615 11:15381058109620 11:3045758810315 11:454719042955217530102407959 Total164918981249286428984762 Percent56.9% 39.9% 43.1% 60.1% Day Total 3547 4113 7660 Peak07:30 04:45 07:45 04:45 07:45 04:45 Vol.442 279 274 552 711 831 P.H.F.0.857 0.930 0.913 0.885 0.880 0.949 Page 4 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 17-Nov- StartEBWBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Sat 12:0055656310119 12:15468106414132 12:301613534114 12:4561664249624542341240118483 01:005511576108 01:150662632129 01:302481623110 01:4507662311558240112124471 02:0002662125 59 02:1513564122 66 02:3011552126 71 02:4502274176924619147520 78 03:004562626118 1 03:151640 78142 03:3004011 69109 03:4516502100334019550 131181 04:0024124 95136 04:150372642101 04:30131162293 04:4514491583860281412109439 05:00140249389 05:153611424103 05:30628339967 05:451020441732835165122879338 06:00444447891 06:1553013391869 06:3083014362266 06:45173433137205140162378573299 07:00161718293446 07:1517248322556 07:30211621274243 07:45227618753481261145615744189 08:00201822264244 08:15342119375358 08:3036640277633 08:4543133145943124191098625733168 09:00211639206036 09:15481536208435 09:30471952229941 09:4541157156560187127410134427139 10:005312531610628 10:15381550158830 10:3020481434 66114 10:45220186550201135842131123 63113 11:00141226 5268120 11:15101222 4970119 11:305112611118 60 2616361164661278 11:4553205642 63 Total8801738960205918403797 Percent47.8% 45.8% 52.2% 54.2% Day Total 2618 3019 5637 Peak10:30 02:00 11:00 03:15 10:30 03:15 Vol.230 274 261 373 466 568 P.H.F.0.871 0.878 0.932 0.712 0.971 0.785 Page 5 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 18-Nov- StartEBWBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Sun 12:0074710371784 12:1554856310111 12:30340151491 12:4541921701645196435127413 82 01:0003533100 47 01:1532485105 57 01:3023545102 48 01:45277022221059214417129436 02:000551631118 02:15039058097 02:30137258395 02:450145176036924804114424 03:002531493102 03:150523553107 03:3005911 82141 03:4513522160524718463 61113 04:0015112 62113 04:1504511 68113 04:30137040177 04:45133316602472171580383 05:00328244572 05:15224130354 05:30123024147 05:451016331081432130112065238 06:00533137670 06:15230440670 06:308248331657 06:459241198132627137225038235 07:00162413292953 07:15121910162235 07:30142015212941 07:4516581578185626923411441170 08:00132216252947 08:1513925273836 08:30311821205238 08:4526831463258720925117034155 09:00261924125031 09:15141131134524 09:3029539116816 09:45103641401341248742371889 34 10:0083067114 41 10:1552756110 34 10:3073937910 40 10:45321473233613241868279741 11:00409615 4080 11:15257512 4570 11:3038527 5290 200215349842 11:4546149627 63109 Total6131435675165412883089 Percent47.6% 46.5% 52.4% 53.5% Day Total 2048 2329 4377 Peak09:45 00:45 11:00 03:30 11:00 03:30 Vol.149 234 200 273 349 480 P.H.F.0.909 0.713 0.794 0.832 0.800 0.851 Page 6 Bedford Street (Route 62) QSFDJTJPO west of Old Bedford Street EBUB City, State: Concord, MA JOEVTUSJFT-!MMD Client: Toole Design Group/ C. Fink123082 E Volume Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 19-Nov- StartEBWBCombined 12 TimeA.M.P.M.A.M.P.M.A.M.P.M.Mon 12:002313715102 12:155405501090 12:302563445100 12:45095017711270235121120412 01:003580543112 01:15144041185 01:300500620112 01:45373518700592163794403 02:00143054197 02:151531572110 02:300480850133 02:450256200238928525145485 03:001572983155 03:1506301090172 03:300470880135 03:450157224139038514147609 04:0045721146171 04:1526221074169 04:30341277192 65 04:45312251513486825737 67138205 05:00415 61156217 05:159716 67171238 05:3013561124 153209 05:451945522367261226022671174838 06:0022421311535157 06:1533562610359159 06:3042493610378152 06:4567164311783611178399103275109577 07:0086404388129128 07:158233386412097 07:3010727582916556 07:4539216116722113621760352333 117189 08:0014573246 125182 08:1591827 12166187 08:30113344 11683199 08:4510847020542672510816973745162 61 09:0096241916543 69 09:157414512212536 09:305411541010821 09:4558282176656230126311451229129 10:00531340149327 10:1542133697822 10:30441056810018 10:453317294561193839943651784 11:0048115179918 11:15403416819 11:304445469810 11:45451774224919501994372441 Total173317561264305429974810 Percent57.8% 36.5% 42.2% 63.5% Day Total 3489 4318 7807 Peak07:45 04:30 08:15 04:45 07:45 04:45 Vol.479 260 279 618 757 869 P.H.F.0.958 0.970 0.840 0.904 0.951 0.913 Page 7 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B CLASS Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 02/26/1 300000000000000 01:0001000000000001 02:0002100000000003 03:0005000000000005 04:00073000000000010 05:000264000000100031 06:00078172110100000100 07:000127202200000000151 08:0006113230000000079 09:0005913120011000077 10:0004811120020100065 11:0006712120000000082 12 PM05610110020000070 13:000535201000000061 14:000469100000000056 15:001544130000000063 16:000171200000000020 17:000232210000000028 18:000165200000000023 19:00063100000000010 20:00083000000000011 21:0004210000000007 22:0004300000000007 23:0002000000000002 Total1770141221720612000962 Percent0.1%80.0%14.7%2.3%1.8%0.2%0.0%0.6%0.1%0.2%0.0%0.0%0.0% AM 07:0007:0006:0008:0006:0010:0009:0005:0007:00 Peak Vol. 12720231 211 151 PM 15:0012:0012:0013:0015:0013:0012:0012:00 Peak Vol.15610231 2 70 Page 1 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B CLASS Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 02/27/1 301000000000001 01:0001100000000002 02:0002000000000002 03:0003100000000004 04:0006200000000008 05:000204000000100025 06:0006510210000000078 07:000108122100000000123 08:0005316220000000073 09:0005412120010000070 10:000386100001000046 11:000515111000000059 12 PM0375120000100046 13:0004410111010100059 14:000438110000000053 15:000439010000000053 16:000255200000000032 17:000166210000000025 18:000178200000000027 19:000112100000000014 20:00064000000000010 21:0004210000000007 22:0004010000000005 23:0000300000000003 Total0652131211320213000825 Percent0.0%79.0%15.9%2.5%1.6%0.2%0.0%0.2%0.1%0.4%0.0%0.0%0.0% AM 07:0008:0006:0008:0011:0009:0010:0005:0007:00 Peak Vol. 10816221 111 123 PM 13:0013:0016:0012:0013:0013:0012:0013:00 Peak Vol. 4410221 1 1 59 Page 2 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B CLASS Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 02/28/1 300000000000000 01:0000000000000000 02:0001000000000001 03:0004000000000004 04:0007100000000008 05:000324020000100039 06:0007414200000000090 07:000132152310000000153 08:0007210220000000086 09:0005110230010000067 10:000409111000000052 11:0006014230000000079 12 PM04811230000000064 13:0004611111000000060 14:0006010110000100073 15:000595110000000066 16:000177220000000028 17:000226210000000031 18:000161200000000019 19:000155100000000021 20:00083000000000011 21:0003320000000008 22:0009000000000009 23:0005000000000005 Total0781139252330102000974 Percent0.0%80.2%14.3%2.6%2.4%0.3%0.0%0.1%0.0%0.2%0.0%0.0%0.0% AM 07:0007:0006:0007:0007:0009:0005:0007:00 Peak Vol. 13215231 1 1 153 PM 14:0012:0012:0012:0013:0014:0014:00 Peak Vol. 6011231 1 73 Page 3 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B CLASS Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/01/1 302000000000002 01:0003000000000003 02:0003100000000004 03:0004000000000004 04:00092000010000012 05:000235000000000028 06:0007010220000000084 07:001115162100000000135 08:0007714230000000096 09:0006013230010000079 10:0003914120010100058 11:0006010130000000074 12 PM04813121000100066 13:0005615101000000073 14:000442100010000048 15:000425120000000050 16:000196200000000027 17:000185210000000026 18:000112200000000015 19:0005111000000008 20:0003100000000004 21:00081100000000010 22:0006000000000006 23:0014000000000005 Total2729136222020402000917 Percent0.2%79.5%14.8%2.4%2.2%0.2%0.0%0.4%0.0%0.2%0.0%0.0%0.0% AM 07:0007:0007:0006:0008:0004:0010:0007:00 Peak Vol.11151623 1 1 135 PM 23:0013:0013:0016:0012:0012:0014:0012:0013:00 Peak Vol.15615221 1 1 73 Page 4 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B CLASS Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/02/1 302100000000003 01:0000000000000000 02:0000000000000000 03:0004000000000004 04:0002100000000003 05:000102000000100013 06:000234000000000027 07:000333110000100039 08:000245210000100033 09:000465220000100056 10:000331210000000037 11:000391100000000041 12 PM0396100000000046 13:000272200000000031 14:000424200000000048 15:000161200000000019 16:000174300000000024 17:000133210000000019 18:00053200000000010 19:00072200000000011 20:0005110000000007 21:0002300000000005 22:0001500000000006 23:0002100000000003 Total03925825600004000485 Percent0.0%80.8%12.0%5.2%1.2%0.0%0.0%0.0%0.0%0.8%0.0%0.0%0.0% AM 09:0008:0008:0009:0005:0009:00 Peak Vol. 46522 1 56 PM 14:0012:0016:0017:0014:00 Peak Vol. 42631 48 Page 5 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B CLASS Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/03/1 302200000000004 01:0000001000000001 02:0001001000000002 03:0003000000000003 04:0003200000000005 05:000114000000000015 06:000115000001000017 07:000194010000100025 08:000145000000000019 09:000195010000000025 10:000210000000000021 11:000177000000000024 12 PM0204000000000024 13:000273000000000030 14:000323000000000035 15:000123010000000016 16:000123000000000015 17:0001510000000000025 18:000131000000000014 19:000185110000000025 20:0007100000000008 21:00072010000000010 22:0004000000000004 23:0002000000000002 Total0290691700011000369 Percent0.0%78.6%18.7%0.3%1.9%0.0%0.0%0.0%0.3%0.3%0.0%0.0%0.0% AM 10:0011:0001:0006:0007:0007:00 Peak Vol. 217 1 11 25 PM 14:0017:0019:0015:0014:00 Peak Vol. 321011 35 Page 6 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B CLASS Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/04/1 302100000000003 01:0001100000000002 02:0000000000000000 03:0003000000000003 04:000120000000000012 05:000428000000000050 06:0007411200000000087 07:000118222210010000146 08:0005511230000000071 09:0006512130010000082 10:0005210142000200071 11:0005010131000000065 12 PM06416122000000085 13:000607220000000071 14:000759100000000085 15:000485100000000054 16:000314220000000039 17:000223210000000028 18:000146200000000022 19:00073100000000011 20:0007100000000008 21:00055110000000012 22:0002200000000004 23:0003000000000003 Total08121472223601120001014 Percent0.0%80.1%14.5%2.2%2.3%0.6%0.0%0.1%0.1%0.2%0.0%0.0%0.0% AM 07:0007:0006:0010:0010:0009:0007:0010:0007:00 Peak Vol. 11822242 112 146 PM 14:0012:0013:0012:0012:0012:00 Peak Vol. 7516222 85 Total4426821138109150144160005546 Page 7 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B CLASS Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 02/26/1 305100000000006 01:0002100000000003 02:0001000000000001 03:0002000000000002 04:0002100000000003 05:000184010000000023 06:000179210000000029 07:000277230001000040 08:000126230000000023 09:0001812120011000035 10:000318100000000040 11:0007311120020000089 12 PM04511100011000059 13:000497310010000061 14:0005914001000000074 15:000155142100000000172 16:0006113210000000077 17:000676200000000075 18:000425210000000050 19:000325100000000038 20:000183000000000021 21:000174000000000021 22:000101100000000012 23:000151000000000016 Total0778144231610530000970 Percent0.0%80.2%14.8%2.4%1.6%0.1%0.0%0.5%0.3%0.0%0.0%0.0%0.0% AM 11:0009:0006:0007:0011:0007:0011:00 Peak Vol. 731223 21 89 PM 15:0014:0013:0013:0014:0012:0012:0015:00 Peak Vol. 15514311 11 172 Page 8 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B CLASS Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 02/27/1 30228010000000031 01:0006100000000007 02:0005200000000007 03:0001000000000001 04:0001200000000003 05:0001200000000003 06:0004221000000009 07:000224210001000030 08:000163230000000024 09:0001111120000000025 10:000273100010000032 11:000546111001000064 12 PM0348120000000045 13:0002810100010100041 14:0016111010000100075 15:000140161100000000158 16:0006213200000000077 17:0005210200000000064 18:0004517210000000065 19:000317100000000039 20:000164000000000020 21:000135000000000018 22:00074100000000012 23:000172000000000019 Total1676151201410222000869 Percent0.1%77.8%17.4%2.3%1.6%0.1%0.0%0.2%0.2%0.2%0.0%0.0%0.0% AM 11:0009:0006:0008:0011:0010:0007:0011:00 Peak Vol. 5411231 11 64 PM 14:0015:0018:0016:0012:0013:0013:0015:00 Peak Vol.11401722 1 1 158 Page 9 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B CLASS Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 02/28/1 302000000000002 01:0001010000000002 02:0006000000000006 03:0002000000000002 04:0001000000000001 05:0002401000000007 06:000114201000000018 07:000315211011000042 08:000133130000000020 09:000198210000000030 10:000196231010000032 11:0007816120010000098 12 PM03114220000000049 13:000404221000000049 14:0007013110000000085 15:000150301300010000185 16:00079222200000000105 17:000608200010000071 18:000476210000000056 19:000246110000000032 20:000342010000000037 21:000195000000000024 22:000136100000000020 23:000203000000000023 Total0772165252440420000996 Percent0.0%77.5%16.6%2.5%2.4%0.4%0.0%0.4%0.2%0.0%0.0%0.0%0.0% AM 11:0011:0006:0008:0006:0007:0007:0011:00 Peak Vol. 7816231 11 98 PM 15:0015:0012:0015:0013:0017:0015:0015:00 Peak Vol. 15030231 11 185 Page 10 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B CLASS Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/01/1 3090100000000010 01:000112000000000013 02:0002200000000004 03:0002000000000002 04:0001100000000002 05:0003200000000005 06:00063210000000012 07:000247210000000034 08:000102220000000016 09:0002310120010000037 10:0003610220010000051 11:0007314140010000093 12 PM04314110001000060 13:0003615120001000055 14:0006412101000000078 15:000134171200100000155 16:0005816200000000076 17:000538200000000063 18:000236220000000033 19:000204110000000026 20:000123000000000015 21:000160000000000016 22:000131100000000015 23:000160000000000016 Total0688149232010420000887 Percent0.0%77.6%16.8%2.6%2.3%0.1%0.0%0.5%0.2%0.0%0.0%0.0%0.0% AM 11:0011:0006:0011:0009:0011:00 Peak Vol. 731424 1 93 PM 15:0015:0016:0013:0014:0015:0012:0015:00 Peak Vol. 13417221 11 155 Page 11 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B CLASS Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/02/1 30121000000000013 01:0000000000000000 02:0003000000000003 03:0000100000000001 04:0000000000000000 05:0001100000000002 06:00073000000000010 07:00062100001000010 08:00063200000100012 09:000143220000000021 10:000223200002000029 11:000284110000000034 12 PM0416100000000048 13:000194200000000025 14:000548200000000064 15:000345220000000043 16:000296200000000037 17:001284320000000038 18:000168210000000027 19:000178220000000029 20:00093100000000013 21:0005200000000007 22:0005400000000009 23:000181000000000019 Total137480251000031000494 Percent0.2%75.7%16.2%5.1%2.0%0.0%0.0%0.0%0.6%0.2%0.0%0.0%0.0% AM 11:0011:0008:0009:0010:0008:0011:00 Peak Vol. 28422 21 34 PM 17:0014:0014:0017:0015:0014:00 Peak Vol.154832 64 Page 12 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B CLASS Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/03/1 304000000000004 01:0002100000000003 02:0001300000000004 03:0000100000000001 04:0002200000000004 05:0002000000000002 06:0003200000000005 07:0004301000100009 08:00092010001000013 09:0006200000000008 10:000200000000000020 11:000193000000000022 12 PM0174000000000021 13:000113000000000014 14:0003711010000000049 15:000314000000000035 16:000254000000000029 17:000247010000000032 18:000228000000000030 19:000287100000000036 20:000135000000000018 21:000133000000000016 22:000112000000000013 23:000102000000000012 Total0314791400020000400 Percent0.0%78.5%19.8%0.3%1.0%0.0%0.0%0.0%0.5%0.0%0.0%0.0%0.0% AM 10:0002:0007:0007:0011:00 Peak Vol. 203 1 1 22 PM 14:0014:0019:0014:0014:00 Peak Vol. 371111 49 Page 13 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B CLASS Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn StartCars &2 Axle2 Axle3 Axle4 Axle<5 Axl5 Axle>6 Axl<6 Axl6 Axle>6 Axl TimeBikesTrailersLongBuses6 TireSingleSingleDoubleDoubleDoubleMultiMultiMultiTotal 03/04/1 303000000000003 01:0005100000000006 02:0002000000000002 03:0000000000000000 04:0005100000000006 05:0006300000000009 06:00091210000000013 07:000367111000000046 08:000107241000000024 09:000175120010000026 10:0002912160000000048 11:0005911121001000075 12 PM04112112001000058 13:000439121001000057 14:000539220000000066 15:000151171000000000169 16:000688200000000078 17:0005514310000000073 18:000479210000000059 19:000267100000000034 20:000216000000000027 21:000143010000000018 22:0004210000000007 23:000145000000000019 Total0718149222460130000923 Percent0.0%77.8%16.1%2.4%2.6%0.7%0.0%0.1%0.3%0.0%0.0%0.0%0.0% AM 11:0010:0006:0010:0007:0009:0011:0011:00 Peak Vol. 5912261 11 75 PM 15:0015:0017:0013:0012:0012:0015:00 Peak Vol. 15117322 1 169 Total4320917139112130161730005539 Page 14 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B SPEED Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 02/26/1 300000000000000** 01:0000010000000001*27 02:0000011010000003*34 03:00000030200000053136 04:000000043300000104542 05:0000211195210000314136 06:0000172939193110001004136 07:0001104557396200001514237 08:00012428338210000793935 09:0002213282111000000773933 10:00024419296010000653834 11:000111134268100000823834 12 PM0019193010010000703935 13:00001919248000000613934 14:000002212010300000564136 15:00002524236210000633935 16:0000134102000000203834 17:0000066133000000283834 18:000002974100000234035 19:000101422000000103432 20:000000513200000114238 21:0000002211010007*41 22:00000032200000073336 23:0000001100000002*34 %0.0%0.8%1.9%8.2%32.7%36.7%15.9%2.7%0.8%0.2%0.0%0.0%0.0% AM 09:0005:0009:0007:0007:0007:0007:0007:0006:0007:00 Peak Vol.2213455739621151 Midday 11:0011:0011:0011:0012:0012:0014:0012:0011:00 Peak Vol.11113430103182 PM 19:0015:0017:0015:0015:0015:0015:0015:0021:0015:00 Peak Vol.1262423621163 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 40 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 616 Percent in Pace : 64.0% Number of Vehicles > 35 MPH : 468 Percent of Vehicles > 35 MPH : 48.6% Mean Speed(Average) : 35 MPH Page 1 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B SPEED Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 02/27/1 300000100000001*37 01:0000000200000002*37 02:0000000011000002*44 03:0000002101000004*37 04:00000023210000083838 05:0001012810300000254338 06:000003243211341000784337 07:0000243450238200001234137 08:000118262413000000734034 09:000005232713110000704036 10:00002416177000000463935 11:001006171813210100594136 12 PM000615156310000464136 13:00001923177200000593934 14:00000515248100000533936 15:00000315267200000533936 16:0000051386000000323934 17:0000141082000000253733 18:0000031175000100274036 19:000001463000000144036 20:000000341200000103738 21:00001023100000073734 22:00003001100000052129 23:0000000111000003*42 %0.1%0.2%1.3%8.1%31.2%36.7%17.1%3.8%1.1%0.1%0.2%0.0%0.0% AM 05:0007:0008:0007:0007:0007:0007:0006:0006:0007:00 Peak Vol.128345023841123 Midday 11:0013:0013:0013:0014:0011:0012:0011:0011:0011:00 Peak Vol.11923241331159 PM 22:0016:0015:0015:0015:0015:0018:0015:00 Peak Vol.35152672153 % iles15th Percentile : 29 MPH 50th Percentile : 35 MPH 85th Percentile : 41 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 522 Percent in Pace : 63.3% Number of Vehicles > 35 MPH : 424 Percent of Vehicles > 35 MPH : 51.4% Mean Speed(Average) : 36 MPH Page 2 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B SPEED Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 02/28/1 300000000000000** 01:0000000000000000** 02:0000001000000001*32 03:0000001012000004*42 04:00000022400000084238 05:00004310136210000394035 06:000005303517300000904036 07:0000073763394210001534137 08:000215153621501000864237 09:000005242612000000673935 10:00001920155200000523934 11:001027262814100000794034 12 PM0008202014200000644036 13:000002172812100000604036 14:000207203111200000733935 15:000006172711500000664136 16:0000031186000000283935 17:0000016129210000314238 18:000017731000000193531 19:0000005142000000213836 20:000010241210000113838 21:00000034100000083736 22:00000123201000093838 23:00000130100000053133 %0.1%0.4%1.0%7.9%28.6%38.2%19.5%3.4%0.6%0.2%0.0%0.0%0.0% AM 08:0005:0007:0007:0007:0007:0008:0007:0007:0007:00 Peak Vol.247376339521153 Midday 11:0014:0011:0012:0011:0014:0011:0012:0011:00 Peak Vol.1228263114279 PM 18:0018:0015:0015:0015:0015:0017:0015:00 Peak Vol.171727115166 % iles15th Percentile : 29 MPH 50th Percentile : 35 MPH 85th Percentile : 41 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 616 Percent in Pace : 63.2% Number of Vehicles > 35 MPH : 523 Percent of Vehicles > 35 MPH : 53.7% Mean Speed(Average) : 36 MPH Page 3 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B SPEED Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/01/1 300000110000002*39 01:0000012000000003*30 02:0000000121000004*42 03:0000000202000004*42 04:000002422200000123336 05:0000029133100000283936 06:000003303612210000843936 07:000131237502110100001354136 08:000012333815610000964136 09:000017292813100000794035 10:000211214198200000583933 11:001031320208810000744334 12 PM0021217259100000663934 13:00001622317231000734036 14:00000515214201000483936 15:00000523108400000504135 16:0000128105100000274136 17:000012991400000264436 18:000002634000000154035 19:00000052100000083435 20:0000021100000004*31 21:000011521000000103433 22:00000014100000063837 23:00000131000000053232 %0.1%0.3%1.6%10.0%32.0%35.9%13.7%5.3%0.8%0.2%0.0%0.0%0.0% AM 07:0007:0007:0007:0007:0007:0007:0006:0007:00 Peak Vol.1312375021101135 Midday 11:0011:0011:0013:0013:0012:0011:0013:0013:0011:00 Peak Vol.13132231983174 PM 16:0015:0015:0015:0015:0015:0015:00 Peak Vol.1523108450 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 40 MPH 95th Percentile : 45 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 572 Percent in Pace : 62.4% Number of Vehicles > 35 MPH : 445 Percent of Vehicles > 35 MPH : 48.5% Mean Speed(Average) : 35 MPH Page 4 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B SPEED Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/02/1 300000210000003*39 01:0000000000000000** 02:0000000000000000** 03:0000002110000004*36 04:0000002100000003*34 05:000100192000000133935 06:0000028105200000274136 07:00001512145200000394035 08:00000261410100000334237 09:00121319227100000563933 10:0000078155200000374035 11:00000713163110000413835 12 PM002512158400000464136 13:0000078114100000313934 14:00001517214000000483834 15:000004633210000194136 16:000014584200000244135 17:000004870000000193733 18:000001621000000103434 19:000101531000000113532 20:00000114100000073836 21:0000002210000005*36 22:00000032100000063335 23:0000002010000003*35 %0.2%0.8%1.2%12.0%30.1%37.5%14.0%3.7%0.4%0.0%0.0%0.0%0.0% AM 09:0009:0007:0007:0009:0009:0008:0006:0009:00 Peak Vol.1215192210256 Midday 12:0011:0014:0014:0012:0012:0011:0014:00 Peak Vol.27172184148 PM 19:0016:0015:0017:0016:0016:0015:0015:0016:00 Peak Vol.1148842124 % iles15th Percentile : 28 MPH 50th Percentile : 34 MPH 85th Percentile : 40 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 303 Percent in Pace : 62.5% Number of Vehicles > 35 MPH : 231 Percent of Vehicles > 35 MPH : 47.6% Mean Speed(Average) : 35 MPH Page 5 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B SPEED Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/03/1 300001210000004*37 01:0000000100000001*37 02:0000000110000002*39 03:0000001020000003*39 04:00000013100000053737 05:000000435120000154240 06:000002490200000173736 07:000001684411000254539 08:000002563201000194138 09:0000011085100000254136 10:000004592001000213835 11:0000021273000000243834 12 PM00021264000000243935 13:00000111125100000304036 14:0000049137200000354136 15:000003533020000163936 16:000013450200000153634 17:0000051170200000253634 18:000002750000000143733 19:000002865400000254437 20:00000160001000083334 21:000010251010000103837 22:0000110200000004*31 23:0000010100000002*32 %0.0%0.0%0.8%10.0%33.6%33.1%14.1%5.7%1.9%0.8%0.0%0.0%0.0% AM 06:0009:0006:0005:0007:0005:0007:0007:00 Peak Vol.2109542125 Midday 14:0011:0014:0014:0014:0014:00 Peak Vol.412137235 PM 16:0017:0017:0017:0019:0019:0015:0017:00 Peak Vol.1511754225 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 41 MPH 95th Percentile : 46 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 227 Percent in Pace : 61.5% Number of Vehicles > 35 MPH : 181 Percent of Vehicles > 35 MPH : 49.0% Mean Speed(Average) : 36 MPH Page 6 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B SPEED Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA NB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/04/1 300012000000003*30 01:0000000200000002*37 02:0000000000000000** 03:0000011010000003*34 04:000001272000000123936 05:00000215217400001504137 06:000007243816110000874036 07:00005536602810200001464237 08:00100421329301000714036 09:0000110312513200000823935 10:00003524307200000713835 11:00012624283100000653834 12 PM0108343011100000853934 13:000016212513301100714036 14:0000112203112900000854236 15:00002815236000000543934 16:00000716122110000393734 17:00001111104100000284035 18:0000011451010000223734 19:000000632000000113735 20:00000223100000083734 21:000011730000000123532 22:00000031000000043233 23:0000011100000003*32 %0.1%0.2%1.7%8.8%32.5%38.5%13.6%3.7%0.5%0.2%0.1%0.0%0.1% AM 08:0007:0009:0007:0007:0007:0007:0007:0008:0005:0007:00 Peak Vol.151036602810211146 Midday 11:0011:0014:0012:0014:0013:0014:0013:0013:0012:00 Peak Vol.121234311391185 PM 15:0015:0016:0015:0015:0016:0016:0015:00 Peak Vol.28162361154 % iles15th Percentile : 29 MPH 50th Percentile : 34 MPH 85th Percentile : 40 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 661 Percent in Pace : 65.3% Number of Vehicles > 35 MPH : 493 Percent of Vehicles > 35 MPH : 48.6% Mean Speed(Average) : 35 MPH Page 7 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B SPEED Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 02/26/1 3000033000000063634 01:0000001200000003*35 02:0000010000000001*27 03:0000001100000002*34 04:0000010200000003*34 05:000002378300000234339 06:000015986000000293934 07:0010081784100100403833 08:000009750020000233633 09:0000661183000010353732 10:00001714144000000403834 11:0000316242713510000894135 12 PM0001324182200000593633 13:000321316223110000613732 14:001016182616500100744236 15:00013226751215110001723934 16:0000111331911200000773934 17:000021324257111100753835 18:00001312247300000504036 19:00020411145100100384034 20:000003557100000214237 21:000003593100000214036 22:000000255000000124238 23:000010492000000163835 %0.2%0.6%2.3%15.1%32.1%32.2%13.1%3.2%0.6%0.2%0.4%0.1%0.0% AM 07:0009:0008:0007:0006:0005:0005:0008:0007:0009:0007:00 Peak Vol.1691788321140 Midday 14:0013:0011:0011:0011:0011:0014:0011:0011:0014:0011:00 Peak Vol.1331624271651189 PM 19:0015:0015:0015:0015:0015:0015:0015:0015:0017:0015:00 Peak Vol.23226751215111172 % iles15th Percentile : 27 MPH 50th Percentile : 33 MPH 85th Percentile : 40 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 579 Percent in Pace : 59.7% Number of Vehicles > 35 MPH : 418 Percent of Vehicles > 35 MPH : 43.1% Mean Speed(Average) : 34 MPH Page 8 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B SPEED Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 02/27/1 3000021015130000314341 01:00000132100000073334 02:00000021310000074239 03:0000010000000001*27 04:0000010200000003*34 05:0000010101000003*37 06:00000152010000093434 07:0000041191410000304436 08:0000010851000000243631 09:0000041091100000253734 10:0000231572300000323934 11:0000312211412200000644034 12 PM002716145100000453934 13:00016101310000000414134 1 14:001009193014200000754035 15:00017175752185100001583934 16:0000013282211300000774035 17:000026222013100000644035 18:0000115171811300000654034 19:00001413164000100393835 20:000003692000000203834 21:000103392000000183833 22:000010254000000124137 23:0000035100100000193735 %0.1%0.3%2.3%14.3%31.6%32.2%15.0%3.5%0.6%0.0%0.1%0.0%0.0% AM 08:0007:0000:0000:0007:0000:0000:00 Peak Vol.101110154331 Midday 14:0013:0011:0011:0011:0014:0014:0011:0014:00 Peak Vol.11312213014275 PM 15:0015:0015:0015:0015:0015:0015:0015:0019:0015:00 Peak Vol.1717575218511158 % iles15th Percentile : 28 MPH 50th Percentile : 34 MPH 85th Percentile : 40 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 518 Percent in Pace : 59.6% Number of Vehicles > 35 MPH : 389 Percent of Vehicles > 35 MPH : 44.7% Mean Speed(Average) : 35 MPH Page 9 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B SPEED Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 02/28/1 300000200000002*37 01:0000002000000002*32 02:00000013200000063838 03:0000000101000002*42 04:0000010000000001*27 05:00000004210000073940 06:000012932100000183634 07:00001320126000000423934 08:0000011054000000204035 09:000004887011100304038 10:0001071084011000323834 11:000018263821130000984136 12 PM0015102112000000494036 13:00002510198410000494136 14:000007212823501000854237 15:0000275776365011001854036 16:0000193143182100001054036 17:000007152815600000714237 18:00001220228300000564036 19:00000214105100000324035 20:0000038187010000374036 21:000001886100000244137 22:000011594000000204036 23:0000005153000000233937 %0.0%0.1%1.1%7.5%29.1%38.3%19.4%3.1%0.8%0.4%0.2%0.0%0.0% AM 06:0009:0007:0007:0009:0003:0009:0009:0009:0007:00 Peak Vol.1420127111142 Midday 13:0011:0011:0011:0014:0014:0011:0014:0011:00 Peak Vol.2826382353198 PM 15:0016:0015:0015:0015:0017:0016:0015:0015:0015:00 Peak Vol.295776366111185 % iles15th Percentile : 29 MPH 50th Percentile : 35 MPH 85th Percentile : 41 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 635 Percent in Pace : 63.8% Number of Vehicles > 35 MPH : 539 Percent of Vehicles > 35 MPH : 54.1% Mean Speed(Average) : 36 MPH Page 10 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B SPEED Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/01/1 30001241110000103838 01:000000553000000134036 02:00000003100000043738 03:0000000101000002*42 04:0000001100000002*34 05:00000031100000053235 06:000003621000000123432 07:00012113124100000343934 08:000004533100000164034 09:0000058148100100374037 10:00000716216100000513935 11:000014323515401100934036 12 PM00011181810300000604035 13:00001618215310000554035 14:000035153019310110784137 15:0001195662233000001553935 16:000024351812500000764135 17:000019142810100000634035 18:00000210154200000334036 19:0000047103110000263936 20:0000002112000000153937 21:000001392100000163837 22:000000438000000154238 23:000001483000000163936 %0.0%0.2%1.2%8.7%31.2%37.8%16.2%3.6%0.5%0.1%0.3%0.1%0.0% AM 07:0007:0009:0007:0009:0009:0000:0000:0009:0009:00 Peak Vol.1251314811137 Midday 14:0012:0011:0011:0014:0011:0013:0011:0011:0014:0011:00 Peak Vol.3113235194111193 PM 15:0016:0015:0015:0015:0015:0016:0019:0015:00 Peak Vol.12956622351155 % iles15th Percentile : 29 MPH 50th Percentile : 35 MPH 85th Percentile : 40 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 569 Percent in Pace : 64.1% Number of Vehicles > 35 MPH : 450 Percent of Vehicles > 35 MPH : 50.7% Mean Speed(Average) : 36 MPH Page 11 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B SPEED Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/02/1 30001462000000133935 01:0000000000000000** 02:0000000111000003*42 03:0000001000000001*32 04:0000000000000000** 05:0000000200000002*37 06:000001342000000103836 07:000000333100000104138 08:000002342100000123836 09:0000134103000000213835 10:0010018161200000293834 11:00002210109100000344136 12 PM002316117810000484437 13:00000010113100000253936 14:000006202313200000644036 15:00012371314120000434237 16:00010313164000000373834 17:00001411127300000384136 18:000005857200000274236 19:0000025139000000294137 20:000001523200000134237 21:00000103120000073739 22:00000124110000093836 23:000001495000000194137 %0.2%0.4%1.6%8.1%27.7%36.0%19.6%5.7%0.6%0.0%0.0%0.0%0.0% AM 09:0009:0000:0009:0007:0002:0009:00 Peak Vol.134103121 Midday 11:0014:0014:0014:0014:0012:0012:0014:00 Peak Vol.262023138164 PM 15:0015:0018:0016:0016:0015:0017:0015:0015:00 Peak Vol.1251316143243 % iles15th Percentile : 29 MPH 50th Percentile : 35 MPH 85th Percentile : 41 MPH 95th Percentile : 45 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 299 Percent in Pace : 60.5% Number of Vehicles > 35 MPH : 268 Percent of Vehicles > 35 MPH : 54.2% Mean Speed(Average) : 36 MPH Page 12 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B SPEED Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/03/1 3000013000000043636 01:0000102000000003*29 02:0000001210000004*37 03:0000001000000001*32 04:0000000220000004*39 05:0000000200000002*37 06:0000011210000005*35 07:00001132110000093334 08:000003342100000133735 09:00000014210000083939 10:000013851200000203734 11:000004657000000224235 12 PM0011673120000214037 13:000001442300000144438 14:00011312179510000494336 15:00000414123200000353835 16:0000131184110000293935 17:00001310117000000324035 18:0000067142100000303834 19:00000210174300000364136 20:000004860000000183633 21:000004363000000163935 22:000001435000000134137 23:000001622100000123435 %0.0%0.3%1.8%11.3%30.5%34.5%15.3%5.5%1.0%0.0%0.0%0.0%0.0% AM 01:0008:0007:0008:0004:0007:0008:00 Peak Vol.13342113 Midday 14:0012:0011:0014:0014:0014:0014:0012:0014:00 Peak Vol.114121795249 PM 16:0018:0015:0019:0017:0019:0016:0019:00 Peak Vol.16141773136 % iles15th Percentile : 28 MPH 50th Percentile : 34 MPH 85th Percentile : 41 MPH 95th Percentile : 45 MPH Stats10 MPH Pace Speed : 31-40 MPH Number in Pace : 241 Percent in Pace : 60.3% Number of Vehicles > 35 MPH : 197 Percent of Vehicles > 35 MPH : 49.1% Mean Speed(Average) : 35 MPH Page 13 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B SPEED Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA SB Fnbjm;!ebubsfrvftutAqejmmd/dpn Start1152025303540455055606570Total85thAve Time1419242934394449545964699999% ileSpeed 03/04/1 300011001000003*35 01:00000141000000063332 02:0000000110000002*39 03:0000000000000000** 04:00000031200000063236 05:00000125100000093835 06:000005412100000133233 07:00001616136400000464135 08:0000031430301000243535 09:0000051371000000263633 10:00001816183200000483834 11:00004822309200000753935 12 PM021219282301000583835 13:000121217176200000573933 14:000004172810510100664237 15:00002136462253000001693935 16:00012535305000000783834 17:000112242712510000734236 18:00000816276200000593935 19:00001314123001000343835 20:0000026152110000273836 21:000004841001000183634 22:00000204100000073835 23:0000013123000000193936 %0.0%0.5%1.6%10.4%34.5%37.5%10.9%3.7%0.3%0.4%0.1%0.0%0.0% AM 07:0007:0007:0007:0007:0007:0008:0007:00 Peak Vol.16161364146 Midday 12:0011:0013:0011:0011:0014:0014:0014:0012:0014:0011:00 Peak Vol.2412223010511175 PM 16:0015:0015:0015:0015:0015:0017:0017:0019:0015:00 Peak Vol.1213646225511169 % iles15th Percentile : 28 MPH 50th Percentile : 34 MPH 85th Percentile : 39 MPH 95th Percentile : 44 MPH Stats10 MPH Pace Speed : 30-39 MPH Number in Pace : 606 Percent in Pace : 65.7% Number of Vehicles > 35 MPH : 418 Percent of Vehicles > 35 MPH : 45.2% Mean Speed(Average) : 35 MPH Page 14 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B VOLUME Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 26-Feb- StartNBSBCombined 13 TimeA.M.P.M.A.M.P.M.A.M.P.M.Tue 12:00021019040 12:15012218230 12:30015111126 12:450022703611593633129 01:00015015030 01:15112311423 01:30013015028 01:450121610320610441122 02:00014020034 02:15009021 12 02:3020282 1442 02:45135611177424130 1633 12 03:001 36105141 03:1511112 2031 03:30170134 27 03:4525963021722729235 20 04:0026224430 04:1542125527 04:3028012220 04:452104200316772132097 05:0038119427 05:1516123229 05:301082161224 05:45173162819231775365423103 06:0014613172723 06:151883182126 06:30235682913 06:451004237297501291173 4552 07:0011178 4758 07:155141015 5367 1978 07:30 3443 07:45171513106401438231911748 08:001543121816 08:15224672811 08:3021062272 08:45217931182302129102332 09:00212892911 09:15181104285 09:3016194255 09:4522773783542130112728 10:00201127328 10:1514261203 10:3017283255 10:451465274011228105319 14 11:001807317 13 11:151615636 47 11:301703323 15 11:45318212148911645171218 Total6043582946768981034 Percent67.3% 34.6% 32.7% 65.4% Day Total 962 970 1932 Peak06:45 02:15 10:45 03:00 06:45 02:30 Vol.179 78 89 172 220 247 P.H.F.0.844 0.542 0.473 0.410 0.821 0.438 Page 1 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B VOLUME Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 27-Feb- StartNBSBCombined 13 TimeA.M.P.M.A.M.P.M.A.M.P.M.Wed 12:00015112127 12:15011011022 12:300123093021 12:451184603113451322191 01:0011729326 01:1501037317 01:30029225 16 01:4512590716411932100 16 02:000321339 18 02:15134 161430 02:3001100 2334 02:4512853177529128 1725 1 03:001230 107130 03:150617113 03:3021023224 03:4514235301211581544211 04:00214034248 04:1506218224 04:3006014020 04:456863213117771117109 05:0006118124 05:1534019323 05:3057013520 05:45172582523146419282289 06:001172211328 06:151983162224 06:302072132220 06:4578527291565872092 2830 07:0039710 4150 07:155141217 4357 2635 07:30 2632 07:45131234141301739141532153 08:0014088228 08:1523444278 08:30215652710 08:4515731106243202197430 09:0016146207 09:1519192283 09:301741062710 09:451870172254182095525 10:0014161202 10:1511281193 10:3011286198 10:45104605324122078417 10 11:0051111112 6 11:151110481 37 11:301605285 12 11:4527591396431936123422 Total491334236633727967 Percent67.5% 34.5% 32.5% 65.5% Day Total 825 869 1694 Peak06:45 01:30 10:45 02:15 06:45 02:15 Vol.138 66 65 161 169 219 P.H.F.0.802 0.917 0.439 0.376 0.741 0.421 Page 2 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B VOLUME Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 28-Feb- StartNBSBCombined 13 TimeA.M.P.M.A.M.P.M.A.M.P.M.Thu 12:0001628224 12:15016016032 12:30012013025 12:450020640212490232113 01:0009114123 01:15014113127 01:30014010024 01:450023600212490235109 02:00121119240 02:150215230 15 02:3003353 1853 02:45017306168507158 1935 12 03:001 36109145 03:1511401 2438 03:30191241 32 03:4514766021851627251 20 04:0019142251 04:1507024031 04:30110024134 04:456822801151056917133 05:0039118427 05:1526218424 05:301290141223 05:452239731472171264628102 06:001021151117 06:152054162421 06:3042102814 26 06:4590819111815561082375 3445 07:00610713 5363 07:15512712 5769 17 07:30236711 30 07:45201534211342732331951153 08:001434111814 08:153124123514 08:30184792513 08:45238621152053728106748 09:0013267199 09:1519284276 09:3021144255 09:45146738123092426971232 10:0019485279 10:15111114225 10:309265157 10:451352297326202084829 11:0014482112 7 11:152018659 45 11:301706426 25 9812349177128 11:45287905 21 Total5793952607368391131 Percent69.0% 34.9% 31.0% 65.1% Day Total 974 996 1970 Peak06:30 02:15 11:00 03:00 06:45 02:30 Vol.170 88 98 185 207 271 P.H.F.0.746 0.611 0.544 0.424 0.750 0.467 Page 3 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B VOLUME Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 01-Mar- StartNBSBCombined 13 TimeA.M.P.M.A.M.P.M.A.M.P.M.Fri 12:00125016141 12:15015116131 12:30016414430 12:45121066510146061224126 01:000322351 29 01:152513724 11 01:30057519 12 01:451373013135511634128 21 02:00218224442 02:15014010024 02:30171233 26 02:451494814782827126 18 0 03:000210 97118 03:1501100 1526 03:30290212 30 03:4524950222215546205 31 04:0017030137 04:1556216722 04:3026019225 04:4541282702117641419103 05:0027019226 05:1528114322 05:3038019327 05:45212832645116325331489 06:001211111312 06:15276242910 06:301434121815 06:4584515512633961148 3136 07:00211911 5364 07:15411812 4758 2446 07:30 2327 07:45121350883452620169534 08:0019043233 08:1527143314 08:3028025305 08:4522963461641528112719 09:0020454258 09:1514252194 09:3031293405 09:451479210183771632116926 10:0017183254 10:15161204365 10:30132135267 10:45125826105131522109521 11:00626208 14 11:151813604 42 11:301213304 18 9341657167521 11:45387415 19 Total579338279608858946 Percent67.5% 35.7% 32.5% 64.3% Day Total 917 887 1804 Peak06:45 01:00 11:00 02:30 06:45 03:00 Vol.154 73 93 156 185 205 P.H.F.0.726 0.629 0.554 0.402 0.723 0.434 Page 4 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B VOLUME Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 02-Mar- StartNBSBCombined 13 TimeA.M.P.M.A.M.P.M.A.M.P.M.Sat 12:0009618627 12:151937416 12:30213112325 12:4503154631311483162694 01:000408012 01:150803011 01:30009018 9 01:45003100525001556 10 02:00000 171936 02:15011 131831 02:300600 1824 02:45001248236423112 921 03:0013013116 03:1503115118 03:30111013124 03:45242190124325462 04:00140317 04:1507011018 04:302508213 04:4503824001537032361 05:0009015024 05:15230528 05:3024012216 05:45913319226381115957 06:0092491311 06:15432568 06:30731689 06:457272103107271037937 07:007317810 07:1592281110 07:30124591713 07:4511392112105291349740 08:00442569 08:15432467 08:3012043163 08:451333074121131745120 09:002313 1215 09:151534 1318 09:302824 1321 09:4556055211777112 1823 10:007260132 10:15722124 5 10:30914205 11 10:4514371629392166415 7 11:00112102212 11 11:15501262 11:3015145196 11:4510410318342192875222 Total256229135359391588 Percent65.5% 38.9% 34.5% 61.1% Day Total 485 494 979 Peak09:00 01:30 10:15 02:00 09:00 02:00 Vol.56 49 34 64 77 112 P.H.F.0.778 0.721 0.773 0.842 0.837 0.778 Page 5 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B VOLUME Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 03-Mar- StartNBSBCombined 13 TimeA.M.P.M.A.M.P.M.A.M.P.M.Sun 12:000709016 12:152427411 12:300911110 12:45244241442138845 01:00021315 01:151615211 01:30004015 11 01:45013013214141344 11 02:001293 1019 02:150151 1116 02:301801 2230 02:450263514491684 1319 217 03:00161 11 03:15030014 11 03:30030407 03:452341601935241351 04:00020608 04:1524211415 04:3006110116 04:45353151422949544 05:0011206118 05:150607013 05:3053013516 05:459154252263211171057 06:0003110113 06:15230528 06:30308811 8 06:45175144573011221244 7 07:0092141123 9 07:15608514 5 07:30664121018 07:4552542539236834661 08:001357610 08:15513384 08:30531265 08:45819184136181232726 09:00523284 09:15221436 09:308534119 09:451025110186161133726 10:00405191 10:15504494 10:306245107 10:4562124203131341517 7 11:005178 38 11:157000 714 11:305134 510 46214 11:4572402722212 14 Total16120895305256513 Percent62.9% 40.5% 37.1% 59.5% Day Total 369 400 769 Peak06:30 01:30 10:45 02:30 11:00 02:00 Vol.29 43 22 57 46 84 P.H.F.0.806 0.977 0.786 0.648 0.821 0.700 Page 6 Hanscom Drive QSFDJTJPO north of Vandenberg Drive EBUB City, State: Bedford, MA JOEVTUSJFT-!MMD Client: Toole Design/ C. Fink133213 B VOLUME Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Site Code: TBA Fnbjm;!ebubsfrvftutAqejmmd/dpn 04-Mar- StartNBSBCombined 13 TimeA.M.P.M.A.M.P.M.A.M.P.M.Mon 12:00125117242 12:15117111228 12:301015139 24 12:4503851315581634143 19 01:001014135 21 01:151316442 26 01:30011013024 01:450213713614573827128 02:00022013035 02:150192122 31 02:300190240 43 02:45002585026602151 1742 0 03:000270 103130 03:15090030 21 03:30060035 29 03:4533125400161693328223 04:0038320628 04:1525018223 04:30513121634 04:45212133926197841832117 05:00884251233 05:1543113516 05:3010113211332 05:452850628191473295920101 06:001233181521 06:151243131517 06:30901827 3333 06:458762271310591001681 3037 07:00591217 6574 07:153171013 4865 07:3020297299 07:4513146111114653424192645 08:001553141819 08:1516284246 08:3019084274 08:452171185245272695635 09:0016241203 09:1523375308 09:30184862610 09:45258231272661832108930 10:00221133354 10:1519291283 10:30191100291 10:45117104483727119311 16 11:001005215 11 11:151505475 32 11:301416307 16 11:45266523167531942140522 Total5924222586658501087 Percent69.6% 38.8% 30.4% 61.2% Day Total 1014 923 1937 Peak06:30 00:30 10:45 02:45 06:30 02:15 Vol.176 90 75 170 209 246 P.H.F.0.677 0.865 0.586 0.413 0.706 0.473 Page 7 0524183713123792Vol.1518912364153981359356342522146751106815:00Vol.70172591587318573155486435498516957131 143019263668494370685946331718AM Peak07:0011:0007:0011:0007:0011:0007:0011:0009:0011:0007:0011:0007:0011:0007:0011:00 218261 Page 1 133213 B VOLUMESite Code: TBA 193216941970180497976919371583 Week Average SB 1583 14296911065655061575557462626191483791 12:00 NB 601269871371247148856616939782259923 33024626755857733482718471915:00 SB 04-Mar-13 1937 235014682658571542811123101412:00 NB 312175919138212024211529143040014:00 4424542214493532368181641312 SB 03-Mar-13 769 14:00 13152525243035162525102369 NB 313003130227103312372946482437102771376949414:00 102134256443382919 SB 02-Mar-13 979 045348514:00 133956413148191911 NB Pggjdf;!619/592/4:::!!Gby;!619/656/2345 Q/P/!Cpy!412!!Cfsmjo-!NB!!12614 Fnbjm;!ebubsfrvftutAqejmmd/dpn 2101344212258412349616375851936660554878155277663153326415166151688715:00 SB JOEVTUSJFT-!MMD 01-Mar-13 EBUB QSFDJTJPO 1804 341358591713:00 28797473502610 NB 15:00 02216281790184286203052329864494985185281057119563211372492023996 SB 28-Feb-13 1970 ADTADT 1,584AADT 1,584 041538597414:00 3967796073663121 NB 789732446324645537532772765102015:00 13172718333025644115864391851219869 SB 27-Feb-13 1694 24251237059595325147382513:00 NB 12:00 AM06302:0031204:0010306:001002908:00792310:00654002:00567417204:00207706:00235008:00112110:0071297015:00 23403589596175382116 SB Client: Toole Design/ C. Fink 26-Feb-13 north of Vandenberg Drive 1932 City, State: Bedford, MA 1531151778270616328107296212:00 NB Hanscom Drive Total Comb. Day Total PM Peak 01:0003:0005:0007:0009:0011:0001:0003:0005:0007:0009:0011:00 12:00 PM Start Time Appendix C-4 2012 Vehicle Occupancy Survey ﻮﮭوﻮ 9■ō╜ʼn◘■▓ś■ĊĂ▄ {ĊĂĊĵℓ Ă■ŕ t▄Ă■■╜■┼ wś♫◘ʼnĊ /?ﻰﻮى Hanscom Drive AM Vehicle Occupancy Counts Date:12/19/2013 Time:6:00 AM - 9:00 AM Major Street:N/S: Hanscom Drive Minor Street:E/W: Old Bedford Road City, State:Lexington, MA Entering Hanscom DriveExiting Hanscom Drive From SouthFrom South Start Time123+Total123+Total 06:00 AM60060000 06:15 AM2420262002 06:30 AM1620184004 06:45 AM2420264004 07:00 AM4630499009 07:15 AM6071685005 07:30 AM3420363003 07:45 AM2021235005 08:00 AM8401291010 08:15 AM162018100010 08:30 AM1621198008 08:45 AM1310146006 2012 Environmental Status and Planning Report C-397 Hanscom Drive PM Vehicle Occupancy Counts Date:12/17/2013 Time: 3:00 PM - 6:00 PM Major Street:N/S: Hanscom Drive Minor Street: E/W: Old Bedford Road City, State:Lexington, MA Entering Hanscom DriveExiting Hanscom Drive From SouthFrom North Start Time123+Total123+Total 3:00:00 PM2510268115399 3:15:00 PM111012123015 3:30:00 PM4004230023 3:45:00 PM111113211022 4:00:00 PM7007270027 4:15:00 PM4105103013 4:30:00 PM6006172019 4:45:00 PM7108151016 5:00:00 PM7108151016 5:15:00 PM3104101011 5:30:00 PM4004181019 5:45:00 PM4004123015 2012 Environmental Status and Planning Report C-398 Appendix C-5 SYNCHRO Level of Service Analysis: 2012 ﻮﮭوﻮ 9■ō╜ʼn◘■▓ś■ĊĂ▄ {ĊĂĊĵℓ Ă■ŕ t▄Ă■■╜■┼ wś♫◘ʼnĊ /?ﻰﻮﻲ Lanes, Volumes, TimingsExisting AM Peak 9/23/2013 5: Old Bedford Rd & Hanscom Dr Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)342160019113710103233 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)023000000230 Storage Lanes00000001 Taper Length (ft)2525252525252525 Lane Util. Factor0.950.951.001.000.950.951.001.001.001.001.001.00 Frt0.9910.850 Flt Protected0.9910.9750.996 Satd. Flow (prot)035480035780018520016901615 Flt Permitted0.9910.9750.996 Satd. Flow (perm)035480035780018520016901615 Link Speed (mph)30303030 Link Distance (ft)592394514456 Travel Time (s)13.59.011.710.4 Peak Hour Factor0.590.790.810.920.590.500.830.660.920.920.641.00 Heavy Vehicles (%)0%1%2%0%0%0%0%0%0%0%13%0% Adj. Flow (vph)582730032216515303363 Shared Lane Traffic (%) Lane Group Flow (vph)033100340031800393 Sign ControlStopStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 36.5%ICU Level of Service A Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 Existing AM PeakSynchro 7 - Report FinkPage 1 HCM Unsignalized Intersection Capacity AnalysisExisting AM Peak 9/23/2013 5: Old Bedford Rd & Hanscom Dr MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (veh/h)342160019113710103233 Sign ControlStopStopFreeFree Grade0%0%0%0% Peak Hour Factor0.590.790.810.920.590.500.830.660.920.920.641.00 Hourly flow rate (vph)582730032216515303363 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume5445263666252615336153 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol5445263666252615336153 tC, single (s)7.16.56.27.16.56.24.14.1 tC, 2 stage (s) tF (s)3.54.03.33.54.03.32.22.2 p0 queue free %85331001009210090100 cM capacity (veh/h)391410103716341189815881440 Direction, Lane #EB 1EB 2WB 1WB 2NB 1SB 1SB 2 Volume Total1491822113318393 Volume Left5800016530 Volume Right0002003 cSH402410411450158814401700 Volume to Capacity0.370.440.050.030.100.000.00 Queue Length 95th (ft)425642900 Control Delay (s)19.120.614.213.24.30.60.0 Lane LOSCCBBAA Approach Delay (s)19.913.94.30.6 Approach LOSCB Intersection Summary Average Delay 11.7 Intersection Capacity Utilization 36.5%ICU Level of Service A Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 Existing AM PeakSynchro 7 - Report FinkPage 2 Lanes, Volumes, TimingsExisting AM Peak 9/23/2013 6: Route 2A & Hanscom Dr Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)278821397318106118 Ideal Flow (vphpl)190019001900190019001900 Storage Length (ft)75000 Storage Lanes1011 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9390.850 Flt Protected0.9500.950 Satd. Flow (prot)178718631708016711583 Flt Permitted0.9500.950 Satd. Flow (perm)178718631708016711583 Link Speed (mph)303030 Link Distance (ft)753771267 Travel Time (s)17.117.56.1 Peak Hour Factor0.870.950.860.840.800.73 Heavy Vehicles (%)1%2%4%5%8%2% Adj. Flow (vph)320864462379133162 Shared Lane Traffic (%) Lane Group Flow (vph)3208648410132162 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 71.6%ICU Level of Service C Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 Existing AM PeakSynchro 7 - Report FinkPage 3 HCM Unsignalized Intersection Capacity AnalysisExisting AM Peak 9/23/2013 6: Route 2A & Hanscom Dr MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)278821397318106118 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.870.950.860.840.800.73 Hourly flow rate (vph)320864462379132162 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume4622154651 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol4622154651 tC, single (s)4.16.56.2 tC, 2 stage (s) tF (s)2.23.63.3 p0 queue free %71066 cM capacity (veh/h)110536469 Direction, Lane #EB 1EB 2WB 1SB 1SB 2 Volume Total320864840132162 Volume Left320001320 Volume Right003790162 cSH11051700170036469 Volume to Capacity0.290.510.493.690.34 Queue Length 95th (ft)3000Err38 Control Delay (s)9.60.00.0Err16.7 Lane LOSAFC Approach Delay (s)2.60.04513.3 Approach LOSF Intersection Summary Average Delay 574.0 Intersection Capacity Utilization 71.6%ICU Level of Service C Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 Existing AM PeakSynchro 7 - Report FinkPage 4 Lanes, Volumes, TimingsExisting AM Peak 9/23/2013 10: Virginia Rd & Old Bedford Rd Lane GroupWBLWBRNBTNBRSBLSBT Lane Configurations Volume (vph)3418143282149185 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9570.913 Flt Protected0.9670.978 Satd. Flow (prot)172301723001838 Flt Permitted0.9670.978 Satd. Flow (perm)172301723001838 Link Speed (mph)303030 Link Distance (ft)634229338 Travel Time (s)14.45.27.7 Peak Hour Factor0.650.750.870.940.820.82 Heavy Vehicles (%)3%0%2%0%0%2% Adj. Flow (vph)5224164300182226 Shared Lane Traffic (%) Lane Group Flow (vph)76046400408 Sign ControlStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 56.2%ICU Level of Service B Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 Existing AM PeakSynchro 7 - Report FinkPage 5 HCM Unsignalized Intersection Capacity AnalysisExisting AM Peak 9/23/2013 10: Virginia Rd & Old Bedford Rd MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)3418143282149185 Sign ControlStopFreeFree Grade0%0%0% Peak Hour Factor0.650.750.870.940.820.82 Hourly flow rate (vph)5224164300182226 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume903314464 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol903314464 tC, single (s)6.46.24.1 tC, 2 stage (s) tF (s)3.53.32.2 p0 queue free %809784 cM capacity (veh/h)2567311108 Direction, Lane #WB 1NB 1SB 1 Volume Total76464407 Volume Left520182 Volume Right243000 cSH32217001108 Volume to Capacity0.240.270.16 Queue Length 95th (ft)23015 Control Delay (s)19.60.04.9 Lane LOSCA Approach Delay (s)19.60.04.9 Approach LOSC Intersection Summary Average Delay 3.7 Intersection Capacity Utilization 56.2%ICU Level of Service B Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 Existing AM PeakSynchro 7 - Report FinkPage 6 Lanes, Volumes, TimingsExisting PM Peak 9/23/2013 5: Old Bedford Rd & Hanscom Dr Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)5210022023010003774 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)023000000230 Storage Lanes00000001 Taper Length (ft)2525252525252525 Lane Util. Factor0.950.951.001.000.950.951.001.001.001.001.001.00 Frt0.9980.850 Flt Protected0.9880.9890.998 Satd. Flow (prot)035670036030018790018251615 Flt Permitted0.9880.9890.998 Satd. Flow (perm)035670036030018790018251615 Link Speed (mph)30303030 Link Distance (ft)592394514456 Travel Time (s)13.59.011.710.4 Peak Hour Factor0.630.880.660.920.760.500.920.820.820.920.840.50 Heavy Vehicles (%)0%0%0%0%0%0%0%0%0%0%4%0% Adj. Flow (vph)8240028943312203928 Shared Lane Traffic (%) Lane Group Flow (vph)032002930015500958 Sign ControlStopStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 26.4%ICU Level of Service A Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 Existing PM PeakSynchro 7 - Report FinkPage 1 HCM Unsignalized Intersection Capacity AnalysisExisting PM Peak 9/23/2013 5: Old Bedford Rd & Hanscom Dr MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (veh/h)5210022023010003774 Sign ControlStopStopFreeFree Grade0%0%0%0% Peak Hour Factor0.630.880.660.920.760.500.920.820.820.920.840.50 Hourly flow rate (vph)8240028943312203928 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume4342859229728512292122 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol4342859229728512292122 tC, single (s)7.16.56.27.16.56.24.14.1 tC, 2 stage (s) tF (s)3.54.03.33.54.03.32.22.2 p0 queue free %98961001005310098100 cM capacity (veh/h)33061397162861393515161478 Direction, Lane #EB 1EB 2WB 1WB 2NB 1SB 1SB 2 Volume Total1616193100155958 Volume Left80003330 Volume Right0004008 cSH429613613621151614781700 Volume to Capacity0.040.030.320.160.020.000.00 Queue Length 95th (ft)323414200 Control Delay (s)13.711.013.611.91.70.30.0 Lane LOSBBBBAA Approach Delay (s)12.413.01.70.3 Approach LOSBB Intersection Summary Average Delay 7.7 Intersection Capacity Utilization 26.4%ICU Level of Service A Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 Existing PM PeakSynchro 7 - Report FinkPage 2 Lanes, Volumes, TimingsExisting PM Peak 9/23/2013 6: Route 2A & Hanscom Dr Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)89333831162249380 Ideal Flow (vphpl)190019001900190019001900 Storage Length (ft)75000 Storage Lanes1011 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9730.850 Flt Protected0.9500.950 Satd. Flow (prot)178718451830017871599 Flt Permitted0.9500.950 Satd. Flow (perm)178718451830017871599 Link Speed (mph)303030 Link Distance (ft)743582267 Travel Time (s)16.913.26.1 Peak Hour Factor0.870.960.950.750.830.89 Heavy Vehicles (%)1%3%1%1%1%1% Adj. Flow (vph)102347875216300427 Shared Lane Traffic (%) Lane Group Flow (vph)10234710910300427 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 83.8%ICU Level of Service E Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 Existing PM PeakSynchro 7 - Report FinkPage 3 HCM Unsignalized Intersection Capacity AnalysisExisting PM Peak 9/23/2013 6: Route 2A & Hanscom Dr MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)89333831162249380 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.870.960.950.750.830.89 Hourly flow rate (vph)102347875216300427 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume8751534983 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol8751534983 tC, single (s)4.16.46.2 tC, 2 stage (s) tF (s)2.23.53.3 p0 queue free %8700 cM capacity (veh/h)776112303 Direction, Lane #EB 1EB 2WB 1SB 1SB 2 Volume Total1023471091300427 Volume Left102003000 Volume Right002160427 cSH77617001700112303 Volume to Capacity0.130.200.642.681.41 Queue Length 95th (ft)1100690564 Control Delay (s)10.30.00.0843.3234.9 Lane LOSBFF Approach Delay (s)2.40.0486.0 Approach LOSF Intersection Summary Average Delay 156.3 Intersection Capacity Utilization 83.8%ICU Level of Service E Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 Existing PM PeakSynchro 7 - Report FinkPage 4 Lanes, Volumes, TimingsExisting PM Peak 9/23/2013 10: Virginia Rd & Old Bedford Rd Lane GroupWBLWBRNBTNBRSBLSBT Lane Configurations Volume (vph)1332961847015131 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9070.952 Flt Protected0.9850.994 Satd. Flow (prot)169201778001872 Flt Permitted0.9850.994 Satd. Flow (perm)169201778001872 Link Speed (mph)303030 Link Distance (ft)634229338 Travel Time (s)14.45.27.7 Peak Hour Factor0.850.870.720.500.750.90 Heavy Vehicles (%)1%0%1%3%0%1% Adj. Flow (vph)15634025614020146 Shared Lane Traffic (%) Lane Group Flow (vph)496039600166 Sign ControlStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 51.7%ICU Level of Service A Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 Existing PM PeakSynchro 7 - Report FinkPage 5 HCM Unsignalized Intersection Capacity AnalysisExisting PM Peak 9/23/2013 10: Virginia Rd & Old Bedford Rd MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)1332961847015131 Sign ControlStopFreeFree Grade0%0%0% Peak Hour Factor0.850.870.720.500.750.90 Hourly flow rate (vph)15634025614020146 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume511326396 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol511326396 tC, single (s)6.46.24.1 tC, 2 stage (s) tF (s)3.53.32.2 p0 queue free %705398 cM capacity (veh/h)5157201174 Direction, Lane #WB 1NB 1SB 1 Volume Total497396166 Volume Left156020 Volume Right3401400 cSH64017001174 Volume to Capacity0.780.230.02 Queue Length 95th (ft)18401 Control Delay (s)27.30.01.1 Lane LOSDA Approach Delay (s)27.30.01.1 Approach LOSD Intersection Summary Average Delay 13.0 Intersection Capacity Utilization 51.7%ICU Level of Service A Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 Existing PM PeakSynchro 7 - Report FinkPage 6 Appendix C-6 SYNCHRO LOS Analysis: 2020 No Build ﻮﮭوﻮ 9■ō╜ʼn◘■▓ś■ĊĂ▄ {ĊĂĊĵℓ Ă■ŕ t▄Ă■■╜■┼ wś♫◘ʼnĊ /?ﻰىﻵ Lanes, Volumes, Timings2020 AM Peak No Build 9/23/2013 5: Old Bedford Rd & Hanscom Dr Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)342250021014310603233 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Lane Width (ft)121212121212121212121212 Grade (%)0%0%0%0% Storage Length (ft)023000000230 Storage Lanes00000001 Taper Length (ft)2525252525252525 Lane Util. Factor0.950.951.001.000.950.951.001.001.001.001.001.00 Ped Bike Factor Frt0.850 Flt Protected0.9920.9750.996 Satd. Flow (prot)035520036100018520016901615 Flt Permitted0.9920.9750.996 Satd. Flow (perm)035520036100018520016901615 Link Speed (mph)30303030 Link Distance (ft)592394514456 Travel Time (s)13.59.011.710.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor0.590.790.810.920.590.500.830.660.920.920.641.00 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)0%1%2%0%0%0%0%0%0%0%13%0% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Adj. Flow (vph)582850036017216103363 Shared Lane Traffic (%) Lane Group Flow (vph)034300360033300393 Sign ControlStopStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 37.3%ICU Level of Service A Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2020 AM Peak No BuildSynchro 7 - Report FinkPage 1 HCM Unsignalized Intersection Capacity Analysis2020 AM Peak No Build 9/23/2013 5: Old Bedford Rd & Hanscom Dr MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (veh/h)342250021014310603233 Sign ControlStopStopFreeFree Grade0%0%0%0% Peak Hour Factor0.590.790.810.920.590.500.830.660.920.920.641.00 Hourly flow rate (vph)582850036017216103363 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume5655483669054816136161 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol5655483669054816136161 tC, single (s)7.16.56.27.16.56.24.14.1 tC, 2 stage (s) tF (s)3.54.03.33.54.03.32.22.2 p0 queue free %85281001009110089100 cM capacity (veh/h)374396103714039889015881431 Direction, Lane #EB 1EB 2WB 1WB 2NB 1SB 1SB 2 Volume Total1531902412333393 Volume Left5800017230 Volume Right0000003 cSH388396398398158814311700 Volume to Capacity0.390.480.060.030.110.000.00 Queue Length 95th (ft)466352900 Control Delay (s)20.222.214.614.34.30.60.0 Lane LOSCCBBAA Approach Delay (s)21.314.54.30.6 Approach LOSCB Intersection Summary Average Delay 12.3 Intersection Capacity Utilization 37.3%ICU Level of Service A Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2020 AM Peak No BuildSynchro 7 - Report FinkPage 2 Lanes, Volumes, Timings2020 AM Peak No Build 9/23/2013 6: Route 2A & Hanscom Dr Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)289854413453135139 Ideal Flow (vphpl)190019001900190019001900 Lane Width (ft)121212121212 Grade (%)0%0%0% Storage Length (ft)75000 Storage Lanes1011 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.00 Ped Bike Factor Frt0.9290.850 Flt Protected0.9500.950 Satd. Flow (prot)178718631689016711583 Flt Permitted0.9500.950 Satd. Flow (perm)178718631689016711583 Link Speed (mph)303030 Link Distance (ft)753771267 Travel Time (s)17.117.56.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor0.870.950.860.840.800.73 Growth Factor100%100%100%100%100%100% Heavy Vehicles (%)1%2%4%5%8%2% Bus Blockages (#/hr)000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0% Adj. Flow (vph)332899480539169190 Shared Lane Traffic (%) Lane Group Flow (vph)33289910190169190 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 83.0%ICU Level of Service E Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2020 AM Peak No BuildSynchro 7 - Report FinkPage 3 HCM Unsignalized Intersection Capacity Analysis2020 AM Peak No Build 9/23/2013 6: Route 2A & Hanscom Dr MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)289854413453135139 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.870.950.860.840.800.73 Hourly flow rate (vph)332899480539169190 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume4802313750 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol4802313750 tC, single (s)4.16.56.2 tC, 2 stage (s) tF (s)2.23.63.3 p0 queue free %69054 cM capacity (veh/h)108728411 Direction, Lane #EB 1EB 2WB 1SB 1SB 2 Volume Total3328991020169190 Volume Left332001690 Volume Right005390190 cSH10871700170028411 Volume to Capacity0.310.530.606.070.46 Queue Length 95th (ft)3300Err60 Control Delay (s)9.80.00.0Err21.1 Lane LOSAFC Approach Delay (s)2.60.04709.2 Approach LOSF Intersection Summary Average Delay 649.3 Intersection Capacity Utilization 83.0%ICU Level of Service E Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2020 AM Peak No BuildSynchro 7 - Report FinkPage 4 Lanes, Volumes, Timings2020 AM Peak No Build 9/23/2013 10: Virginia Rd & Old Bedford Rd Lane GroupWBLWBRNBTNBRSBLSBT Lane Configurations Volume (vph)3519150295156194 Ideal Flow (vphpl)190019001900190019001900 Lane Width (ft)121212121212 Grade (%)0%0%0% Storage Length (ft)0000 Storage Lanes1000 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.00 Ped Bike Factor Frt0.9570.913 Flt Protected0.9670.978 Satd. Flow (prot)172301723001838 Flt Permitted0.9670.978 Satd. Flow (perm)172301723001838 Link Speed (mph)303030 Link Distance (ft)634229338 Travel Time (s)14.45.27.7 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor0.650.750.870.940.820.82 Growth Factor100%100%100%100%100%100% Heavy Vehicles (%)3%0%2%0%0%2% Bus Blockages (#/hr)000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0% Adj. Flow (vph)5425172314190237 Shared Lane Traffic (%) Lane Group Flow (vph)79048600427 Sign ControlStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 58.2%ICU Level of Service B Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2020 AM Peak No BuildSynchro 7 - Report FinkPage 5 HCM Unsignalized Intersection Capacity Analysis2020 AM Peak No Build 9/23/2013 10: Virginia Rd & Old Bedford Rd MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)3519150295156194 Sign ControlStopFreeFree Grade0%0%0% Peak Hour Factor0.650.750.870.940.820.82 Hourly flow rate (vph)5425172314190237 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume946329486 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol946329486 tC, single (s)6.46.24.1 tC, 2 stage (s) tF (s)3.53.32.2 p0 queue free %779683 cM capacity (veh/h)2387171087 Direction, Lane #WB 1NB 1SB 1 Volume Total79486427 Volume Left540190 Volume Right253140 cSH30317001087 Volume to Capacity0.260.290.17 Queue Length 95th (ft)26016 Control Delay (s)21.00.05.0 Lane LOSCA Approach Delay (s)21.00.05.0 Approach LOSC Intersection Summary Average Delay 3.8 Intersection Capacity Utilization 58.2%ICU Level of Service B Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2020 AM Peak No BuildSynchro 7 - Report FinkPage 6 Lanes, Volumes, Timings2020 PM Peak No Build 9/23/2013 5: Old Bedford Rd & Hanscom Dr Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)5220023141043003784 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)023000000230 Storage Lanes00000001 Taper Length (ft)2525252525252525 Lane Util. Factor0.950.951.001.000.950.951.001.001.001.001.001.00 Frt0.9960.850 Flt Protected0.9880.9640.998 Satd. Flow (prot)035670035960018320018251615 Flt Permitted0.9880.9640.998 Satd. Flow (perm)035670035960018320018251615 Link Speed (mph)30303030 Link Distance (ft)592394514456 Travel Time (s)13.59.011.710.4 Peak Hour Factor0.630.880.660.920.760.500.920.820.820.920.840.50 Heavy Vehicles (%)0%0%0%0%0%0%0%0%0%0%4%0% Adj. Flow (vph)8250030481133703938 Shared Lane Traffic (%) Lane Group Flow (vph)033003120015000968 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)0000 Link Offset(ft)0000 Crosswalk Width(ft)16161616 Two way Left Turn Lane Headway Factor1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)159159159159 Sign ControlStopStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 27.2%ICU Level of Service A Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2020 PM Peak No BuildSynchro 7 - Report FinkPage 1 HCM Unsignalized Intersection Capacity Analysis2020 PM Peak No Build 9/23/2013 5: Old Bedford Rd & Hanscom Dr MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (veh/h)5220023141043003784 Sign ControlStopStopFreeFree Grade0%0%0%0% Peak Hour Factor0.630.880.660.920.760.500.920.820.820.920.840.50 Hourly flow rate (vph)8250030481133703938 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume52236293375362379337 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol52236293375362379337 tC, single (s)7.16.56.27.16.56.24.14.1 tC, 2 stage (s) tF (s)3.54.03.33.54.03.32.22.2 p0 queue free %9795100100429993100 cM capacity (veh/h)238525970532525104215141587 Direction, Lane #EB 1EB 2WB 1WB 2NB 1SB 1SB 2 Volume Total1617203109150968 Volume Left800011330 Volume Right0008008 cSH331525525545151415871700 Volume to Capacity0.050.030.390.200.070.000.00 Queue Length 95th (ft)424519600 Control Delay (s)16.512.116.113.35.90.30.0 Lane LOSCBCBAA Approach Delay (s)14.215.15.90.2 Approach LOSBC Intersection Summary Average Delay 10.2 Intersection Capacity Utilization 27.2%ICU Level of Service A Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2020 PM Peak No BuildSynchro 7 - Report FinkPage 2 Lanes, Volumes, Timings2020 PM Peak No Build 9/23/2013 6: Route 2A & Hanscom Dr Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)92341851187367459 Ideal Flow (vphpl)190019001900190019001900 Storage Length (ft)75000 Storage Lanes1011 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9710.850 Flt Protected0.9500.950 Satd. Flow (prot)178718451827017871599 Flt Permitted0.9500.950 Satd. Flow (perm)178718451827017871599 Link Speed (mph)303030 Link Distance (ft)743582267 Travel Time (s)16.913.26.1 Peak Hour Factor0.870.960.950.750.830.89 Heavy Vehicles (%)1%3%1%1%1%1% Adj. Flow (vph)106355896249442516 Shared Lane Traffic (%) Lane Group Flow (vph)10635511450442516 Enter Blocked IntersectionNoNoNoNoNoNo Lane AlignmentLeftLeftLeftRightLeftRight Median Width(ft)121212 Link Offset(ft)000 Crosswalk Width(ft)161616 Two way Left Turn Lane Headway Factor1.001.001.001.001.001.00 Turning Speed (mph)159159 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 91.6%ICU Level of Service F Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2020 PM Peak No BuildSynchro 7 - Report FinkPage 3 HCM Unsignalized Intersection Capacity Analysis2020 PM Peak No Build 9/23/2013 6: Route 2A & Hanscom Dr MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)92341851187367459 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.870.960.950.750.830.89 Hourly flow rate (vph)106355896249442516 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume89615871020 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol89615871020 tC, single (s)4.16.46.2 tC, 2 stage (s) tF (s)2.23.53.3 p0 queue free %8600 cM capacity (veh/h)762103288 Direction, Lane #EB 1EB 2WB 1SB 1SB 2 Volume Total1063551145442516 Volume Left106004420 Volume Right002490516 cSH76217001700103288 Volume to Capacity0.140.210.674.301.79 Queue Length 95th (ft)1200Err852 Control Delay (s)10.50.00.0Err398.6 Lane LOSBFF Approach Delay (s)2.40.04830.1 Approach LOSF Intersection Summary Average Delay 1805.0 Intersection Capacity Utilization 91.6%ICU Level of Service F Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2020 PM Peak No BuildSynchro 7 - Report FinkPage 4 Lanes, Volumes, Timings2020 PM Peak No Build 9/23/2013 10: Virginia Rd & Old Bedford Rd Lane GroupWBLWBRNBTNBRSBLSBT Lane Configurations Volume (vph)1393091937316137 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9080.952 Flt Protected0.9840.994 Satd. Flow (prot)169201778001872 Flt Permitted0.9840.994 Satd. Flow (perm)169201778001872 Link Speed (mph)303030 Link Distance (ft)634229338 Travel Time (s)14.45.27.7 Peak Hour Factor0.850.870.720.500.750.90 Heavy Vehicles (%)1%0%1%3%0%1% Adj. Flow (vph)16435526814621152 Shared Lane Traffic (%) Lane Group Flow (vph)519041400173 Enter Blocked IntersectionNoNoNoNoNoNo Lane AlignmentLeftRightLeftRightLeftLeft Median Width(ft)1200 Link Offset(ft)000 Crosswalk Width(ft)161616 Two way Left Turn Lane Headway Factor1.001.001.001.001.001.00 Turning Speed (mph)159915 Sign ControlStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 54.0%ICU Level of Service A Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2020 PM Peak No BuildSynchro 7 - Report FinkPage 5 HCM Unsignalized Intersection Capacity Analysis2020 PM Peak No Build 9/23/2013 10: Virginia Rd & Old Bedford Rd MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)1393091937316137 Sign ControlStopFreeFree Grade0%0%0% Peak Hour Factor0.850.870.720.500.750.90 Hourly flow rate (vph)16435526814621152 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume536341414 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol536341414 tC, single (s)6.46.24.1 tC, 2 stage (s) tF (s)3.53.32.2 p0 queue free %675098 cM capacity (veh/h)4987061156 Direction, Lane #WB 1NB 1SB 1 Volume Total519414174 Volume Left164021 Volume Right3551460 cSH62417001156 Volume to Capacity0.830.240.02 Queue Length 95th (ft)22101 Control Delay (s)32.80.01.2 Lane LOSDA Approach Delay (s)32.80.01.2 Approach LOSD Intersection Summary Average Delay 15.6 Intersection Capacity Utilization 54.0%ICU Level of Service A Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2020 PM Peak No BuildSynchro 7 - Report FinkPage 6 Appendix C-7 SYNCHRO LOS Analysis: 2020 Build ﻮﮭوﻮ 9■ō╜ʼn◘■▓ś■ĊĂ▄ {ĊĂĊĵℓ Ă■ŕ t▄Ă■■╜■┼ wś♫◘ʼnĊ /?ﻰيﻮ Lanes, Volumes, Timings2020 AM Peak 9/18/2013 5: Old Bedford Rd & Hanscom Dr Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)452250021014313805335 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)023000000230 Storage Lanes00000001 Taper Length (ft)2525252525252525 Lane Util. Factor0.950.951.001.000.950.951.001.001.001.001.001.00 Frt0.850 Flt Protected0.9900.9780.996 Satd. Flow (prot)035460036100018580016921615 Flt Permitted0.9900.9780.996 Satd. Flow (perm)035460036100018580016921615 Link Speed (mph)30303030 Link Distance (ft)592394514456 Travel Time (s)13.59.011.710.4 Peak Hour Factor0.590.790.810.920.590.500.830.660.920.920.641.00 Heavy Vehicles (%)0%1%2%0%0%0%0%0%0%0%13%0% Adj. Flow (vph)762850036017220905525 Shared Lane Traffic (%) Lane Group Flow (vph)036100360038100575 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)0000 Link Offset(ft)0000 Crosswalk Width(ft)16161616 Two way Left Turn Lane Headway Factor1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)159159159159 Sign ControlStopStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 39.3%ICU Level of Service A Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2020 AM PeakSynchro 7 - Report FinkPage 1 HCM Unsignalized Intersection Capacity Analysis2020 AM Peak 9/18/2013 5: Old Bedford Rd & Hanscom Dr MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (veh/h)452250021014313805335 Sign ControlStopStopFreeFree Grade0%0%0%0% Peak Hour Factor0.590.790.810.920.590.500.830.660.920.920.641.00 Hourly flow rate (vph)762850036017220905525 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume6346165275961620952209 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol6346165275961620952209 tC, single (s)7.16.56.27.16.56.24.14.1 tC, 2 stage (s) tF (s)3.54.03.33.54.03.32.22.2 p0 queue free %77211001009010089100 cM capacity (veh/h)334361101610536283615671374 Direction, Lane #EB 1EB 2WB 1WB 2NB 1SB 1SB 2 Volume Total1711902412381575 Volume Left7600017250 Volume Right0000005 cSH348361362362156713741700 Volume to Capacity0.490.530.070.030.110.000.00 Queue Length 95th (ft)657353900 Control Delay (s)24.925.515.615.33.90.80.0 Lane LOSCDCCAA Approach Delay (s)25.215.53.90.7 Approach LOSDC Intersection Summary Average Delay 13.3 Intersection Capacity Utilization 39.3%ICU Level of Service A Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2020 AM PeakSynchro 7 - Report FinkPage 2 Lanes, Volumes, Timings2020 AM Peak 9/18/2013 6: Route 2A & Hanscom Dr Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)304854413470140144 Ideal Flow (vphpl)190019001900190019001900 Storage Length (ft)75000 Storage Lanes1011 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9270.850 Flt Protected0.9500.950 Satd. Flow (prot)178718631685016711583 Flt Permitted0.9500.950 Satd. Flow (perm)178718631685016711583 Link Speed (mph)303030 Link Distance (ft)753771267 Travel Time (s)17.117.56.1 Peak Hour Factor0.870.950.860.840.800.73 Heavy Vehicles (%)1%2%4%5%8%2% Adj. Flow (vph)349899480560175197 Shared Lane Traffic (%) Lane Group Flow (vph)34989910400175197 Enter Blocked IntersectionNoNoNoNoNoNo Lane AlignmentLeftLeftLeftRightLeftRight Median Width(ft)121212 Link Offset(ft)000 Crosswalk Width(ft)161616 Two way Left Turn Lane Headway Factor1.001.001.001.001.001.00 Turning Speed (mph)159159 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 85.1%ICU Level of Service E Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2020 AM PeakSynchro 7 - Report FinkPage 3 HCM Unsignalized Intersection Capacity Analysis2020 AM Peak 9/18/2013 6: Route 2A & Hanscom Dr MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)304854413470140144 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.870.950.860.840.800.73 Hourly flow rate (vph)349899480560175197 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume4802358760 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol4802358760 tC, single (s)4.16.56.2 tC, 2 stage (s) tF (s)2.23.63.3 p0 queue free %68051 cM capacity (veh/h)108725406 Direction, Lane #EB 1EB 2WB 1SB 1SB 2 Volume Total3498991040175197 Volume Left349001750 Volume Right005600197 cSH10871700170025406 Volume to Capacity0.320.530.616.890.49 Queue Length 95th (ft)3500Err65 Control Delay (s)9.90.00.0Err22.0 Lane LOSAFC Approach Delay (s)2.80.04712.2 Approach LOSF Intersection Summary Average Delay 660.7 Intersection Capacity Utilization 85.1%ICU Level of Service E Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2020 AM PeakSynchro 7 - Report FinkPage 4 Lanes, Volumes, Timings2020 AM Peak 9/18/2013 10: Virginia Rd & Old Bedford Rd Lane GroupWBLWBRNBTNBRSBLSBT Lane Configurations Volume (vph)3519150301160194 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9570.912 Flt Protected0.9670.978 Satd. Flow (prot)172301721001838 Flt Permitted0.9670.978 Satd. Flow (perm)172301721001838 Link Speed (mph)303030 Link Distance (ft)634229338 Travel Time (s)14.45.27.7 Peak Hour Factor0.650.750.870.940.820.82 Heavy Vehicles (%)3%0%2%0%0%2% Adj. Flow (vph)5425172320195237 Shared Lane Traffic (%) Lane Group Flow (vph)79049200432 Enter Blocked IntersectionNoNoNoNoNoNo Lane AlignmentLeftRightLeftRightLeftLeft Median Width(ft)1200 Link Offset(ft)000 Crosswalk Width(ft)161616 Two way Left Turn Lane Headway Factor1.001.001.001.001.001.00 Turning Speed (mph)159915 Sign ControlStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 58.8%ICU Level of Service B Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2020 AM PeakSynchro 7 - Report FinkPage 5 HCM Unsignalized Intersection Capacity Analysis2020 AM Peak 9/18/2013 10: Virginia Rd & Old Bedford Rd MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)3519150301160194 Sign ControlStopFreeFree Grade0%0%0% Peak Hour Factor0.650.750.870.940.820.82 Hourly flow rate (vph)5425172320195237 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume959333493 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol959333493 tC, single (s)6.46.24.1 tC, 2 stage (s) tF (s)3.53.32.2 p0 queue free %779682 cM capacity (veh/h)2337141081 Direction, Lane #WB 1NB 1SB 1 Volume Total79493432 Volume Left540195 Volume Right253200 cSH29717001081 Volume to Capacity0.270.290.18 Queue Length 95th (ft)26016 Control Delay (s)21.50.05.1 Lane LOSCA Approach Delay (s)21.50.05.1 Approach LOSC Intersection Summary Average Delay 3.9 Intersection Capacity Utilization 58.8%ICU Level of Service B Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2020 AM PeakSynchro 7 - Report FinkPage 6 Lanes, Volumes, Timings2020 PM Peak 9/19/2013 5: Old Bedford Rd & Hanscom Dr Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)62200231410437041115 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)023000000230 Storage Lanes00000001 Taper Length (ft)2525252525252525 Lane Util. Factor0.950.951.001.000.950.951.001.001.001.001.001.00 Frt0.9960.850 Flt Protected0.9860.9650.999 Satd. Flow (prot)035590035960018340018271615 Flt Permitted0.9860.9650.999 Satd. Flow (perm)035590035960018340018271615 Link Speed (mph)30303030 Link Distance (ft)592394514456 Travel Time (s)13.59.011.710.4 Peak Hour Factor0.630.880.660.920.760.500.920.820.820.920.840.50 Heavy Vehicles (%)0%0%0%0%0%0%0%0%0%0%4%0% Adj. Flow (vph)1025003048113450413210 Shared Lane Traffic (%) Lane Group Flow (vph)03500312001580013610 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)0000 Link Offset(ft)0000 Crosswalk Width(ft)16161616 Two way Left Turn Lane Headway Factor1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)159159159159 Sign ControlStopStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 27.6%ICU Level of Service A Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2020 PM PeakSynchro 7 - Report FinkPage 1 HCM Unsignalized Intersection Capacity Analysis2020 PM Peak 9/19/2013 5: Old Bedford Rd & Hanscom Dr MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (veh/h)62200231410437041115 Sign ControlStopStopFreeFree Grade0%0%0%0% Peak Hour Factor0.630.880.660.920.760.500.920.820.820.920.840.50 Hourly flow rate (vph)1025003048113450413210 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume5724121324254124513245 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol5724121324254124513245 tC, single (s)7.16.56.27.16.56.24.14.1 tC, 2 stage (s) tF (s)3.54.03.33.54.03.32.22.2 p0 queue free %9595100100389992100 cM capacity (veh/h)206491923491491103014651576 Direction, Lane #EB 1EB 2WB 1WB 2NB 1SB 1SB 2 Volume Total181720310915813610 Volume Left1000011340 Volume Right00080010 cSH282491491510146515761700 Volume to Capacity0.060.030.410.210.080.000.01 Queue Length 95th (ft)535020600 Control Delay (s)18.612.617.414.05.60.30.0 Lane LOSCBCBAA Approach Delay (s)15.716.25.60.2 Approach LOSCC Intersection Summary Average Delay 10.0 Intersection Capacity Utilization 27.6%ICU Level of Service A Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2020 PM PeakSynchro 7 - Report FinkPage 2 Lanes, Volumes, Timings2020 PM Peak 9/19/2013 6: Route 2A & Hanscom Dr Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)95341851192381479 Ideal Flow (vphpl)190019001900190019001900 Storage Length (ft)75000 Storage Lanes1011 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9700.850 Flt Protected0.9500.950 Satd. Flow (prot)178718451825017871599 Flt Permitted0.9500.950 Satd. Flow (perm)178718451825017871599 Link Speed (mph)303030 Link Distance (ft)743582267 Travel Time (s)16.913.26.1 Peak Hour Factor0.870.960.950.750.830.89 Heavy Vehicles (%)1%3%1%1%1%1% Adj. Flow (vph)109355896256459538 Shared Lane Traffic (%) Lane Group Flow (vph)10935511520459538 Enter Blocked IntersectionNoNoNoNoNoNo Lane AlignmentLeftLeftLeftRightLeftRight Median Width(ft)121212 Link Offset(ft)000 Crosswalk Width(ft)161616 Two way Left Turn Lane Headway Factor1.001.001.001.001.001.00 Turning Speed (mph)159159 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 92.8%ICU Level of Service F Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2020 PM PeakSynchro 7 - Report FinkPage 3 HCM Unsignalized Intersection Capacity Analysis2020 PM Peak 9/19/2013 6: Route 2A & Hanscom Dr MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)95341851192381479 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.870.960.950.750.830.89 Hourly flow rate (vph)109355896256459538 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume89615971024 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol89615971024 tC, single (s)4.16.46.2 tC, 2 stage (s) tF (s)2.23.53.3 p0 queue free %8600 cM capacity (veh/h)762101287 Direction, Lane #EB 1EB 2WB 1SB 1SB 2 Volume Total1093551152459538 Volume Left109004590 Volume Right002560538 cSH76217001700101287 Volume to Capacity0.140.210.684.551.87 Queue Length 95th (ft)1200Err922 Control Delay (s)10.50.00.0Err436.3 Lane LOSBFF Approach Delay (s)2.50.04838.1 Approach LOSF Intersection Summary Average Delay 1846.6 Intersection Capacity Utilization 92.8%ICU Level of Service F Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2020 PM PeakSynchro 7 - Report FinkPage 4 Lanes, Volumes, Timings2020 PM Peak 9/19/2013 10: Virginia Rd & Old Bedford Rd Lane GroupWBLWBRNBTNBRSBLSBT Lane Configurations Volume (vph)1393101937317137 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9080.952 Flt Protected0.9840.993 Satd. Flow (prot)169201778001870 Flt Permitted0.9840.993 Satd. Flow (perm)169201778001870 Link Speed (mph)303030 Link Distance (ft)634229338 Travel Time (s)14.45.27.7 Peak Hour Factor0.850.870.720.500.750.90 Heavy Vehicles (%)1%0%1%3%0%1% Adj. Flow (vph)16435626814623152 Shared Lane Traffic (%) Lane Group Flow (vph)520041400175 Enter Blocked IntersectionNoNoNoNoNoNo Lane AlignmentLeftRightLeftRightLeftLeft Median Width(ft)1200 Link Offset(ft)000 Crosswalk Width(ft)161616 Two way Left Turn Lane Headway Factor1.001.001.001.001.001.00 Turning Speed (mph)159915 Sign ControlStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 54.9%ICU Level of Service A Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2020 PM PeakSynchro 7 - Report FinkPage 5 HCM Unsignalized Intersection Capacity Analysis2020 PM Peak 9/19/2013 10: Virginia Rd & Old Bedford Rd MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)1393101937317137 Sign ControlStopFreeFree Grade0%0%0% Peak Hour Factor0.850.870.720.500.750.90 Hourly flow rate (vph)16435626814623152 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume539341414 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol539341414 tC, single (s)6.46.24.1 tC, 2 stage (s) tF (s)3.53.32.2 p0 queue free %675098 cM capacity (veh/h)4957061156 Direction, Lane #WB 1NB 1SB 1 Volume Total520414175 Volume Left164023 Volume Right3561460 cSH62317001156 Volume to Capacity0.830.240.02 Queue Length 95th (ft)22301 Control Delay (s)33.20.01.2 Lane LOSDA Approach Delay (s)33.20.01.2 Approach LOSD Intersection Summary Average Delay 15.8 Intersection Capacity Utilization 54.9%ICU Level of Service A Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2020 PM PeakSynchro 7 - Report FinkPage 6 Appendix C-8 SYNCHRO LOS Analysis: 2030 No Build ﻮﮭوﻮ 9■ō╜ʼn◘■▓ś■ĊĂ▄ {ĊĂĊĵℓ Ă■ŕ t▄Ă■■╜■┼ wś♫◘ʼnĊ /?ﻰﻲي Lanes, Volumes, Timings2030 AM Peak No Build 9/23/2013 2: Route 2A & Mass Avenue Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)1407192512764138310305436854154 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)25002500001000 Storage Lanes10100010 Taper Length (ft)2525252525252525 Lane Util. Factor1.001.001.001.001.001.001.001.001.001.001.001.00 Frt0.9950.9440.9220.889 Flt Protected0.9500.9500.9950.950 Satd. Flow (prot)177018530177017580017090177016560 Flt Permitted0.0620.2190.9620.678 Satd. Flow (perm)1151853040817580016520126316560 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)34361131 Link Speed (mph)30303030 Link Distance (ft)1435667796673 Travel Time (s)32.615.218.115.3 Peak Hour Factor0.880.880.880.880.880.880.880.880.880.880.880.88 Adj. Flow (vph)1598172814472843511346141861175 Shared Lane Traffic (%) Lane Group Flow (vph)159845014411630010604182360 Turn Typepm+ptPermPermPerm Protected Phases74826 Permitted Phases4826 Detector Phase74882266 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.0 Minimum Split (s)9.021.021.021.021.021.021.021.0 Total Split (s)9.074.00.065.065.00.036.036.00.036.036.00.0 Total Split (%)8.2%67.3%0.0%59.1%59.1%0.0%32.7%32.7%0.0%32.7%32.7%0.0% Maximum Green (s)4.069.060.060.031.031.031.031.0 Yellow Time (s)3.03.03.03.03.03.03.03.0 All-Red Time (s)2.02.02.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.00.00.00.00.00.0 Total Lost Time (s)5.05.04.05.05.04.05.05.04.05.05.04.0 Lead/LagLeadLagLag Lead-Lag Optimize?YesYesYes Vehicle Extension (s)3.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneNone Walk Time (s)5.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)0000000 Act Effct Green (s)69.069.060.060.031.031.031.0 Actuated g/C Ratio0.630.630.550.550.280.280.28 v/c Ratio1.200.730.651.190.211.170.42 Control Delay164.518.634.0120.415.4140.616.6 Queue Delay0.00.00.00.00.00.00.0 Total Delay164.518.634.0120.415.4140.616.6 LOSFBCFBFB Hanscom Field 12:00 pm 11/13/2012 2030 AM Peak No BuildSynchro 7 - Report FinkPage 1 Lanes, Volumes, Timings2030 AM Peak No Build 9/23/2013 2: Route 2A & Mass Avenue Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Approach Delay41.7110.915.495.9 Approach LOSDFBF Queue Length 50th (ft)~6237668~98323~35457 Queue Length 95th (ft)#162510#160#119765#529123 Internal Link Dist (ft)1355587716593 Turn Bay Length (ft)250250100 Base Capacity (vph)1321163223978509356561 Starvation Cap Reductn0000000 Spillback Cap Reductn0000000 Storage Cap Reductn0000000 Reduced v/c Ratio1.200.730.651.190.211.170.42 Intersection Summary Area Type:Other Cycle Length: 110 Actuated Cycle Length: 110 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.20 Intersection Signal Delay: 81.8Intersection LOS: F Intersection Capacity Utilization 104.4%ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Route 2A & Mass Avenue Hanscom Field 12:00 pm 11/13/2012 2030 AM Peak No BuildSynchro 7 - Report FinkPage 2 HCM Signalized Intersection Capacity Analysis2030 AM Peak No Build 9/23/2013 2: Route 2A & Mass Avenue MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)1407192512764138310305436854154 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Total Lost time (s)5.05.05.05.05.05.05.0 Lane Util. Factor1.001.001.001.001.001.001.00 Frt1.001.001.000.940.921.000.89 Flt Protected0.951.000.951.000.990.951.00 Satd. Flow (prot)1770185317701758170917701656 Flt Permitted0.061.000.221.000.960.681.00 Satd. Flow (perm)11518534081758165312621656 Peak-hour factor, PHF0.880.880.880.880.880.880.880.880.880.880.880.88 Adj. Flow (vph)1598172814472843511346141861175 RTOR Reduction (vph)010020004400940 Lane Group Flow (vph)15984401441143006204181420 Turn Typepm+ptPermPermPerm Protected Phases74826 Permitted Phases4826 Actuated Green, G (s)69.069.060.060.031.031.031.0 Effective Green, g (s)69.069.060.060.031.031.031.0 Actuated g/C Ratio0.630.630.550.550.280.280.28 Clearance Time (s)5.05.05.05.05.05.05.0 Vehicle Extension (s)3.03.03.03.03.03.03.0 Lane Grp Cap (vph)1321162223959466356467 v/s Ratio Protc0.040.460.650.09 v/s Ratio Permc0.710.350.04c0.33 v/c Ratio1.200.730.651.190.131.170.30 Uniform Delay, d129.914.017.525.029.539.531.0 Progression Factor1.001.001.001.001.001.001.00 Incremental Delay, d2143.52.36.396.90.1104.00.4 Delay (s)173.416.323.8121.929.6143.531.4 Level of ServiceFBCFCFC Approach Delay (s)41.2111.129.6103.1 Approach LOSDFCF Intersection Summary HCM Average Control Delay83.7HCM Level of ServiceF HCM Volume to Capacity ratio1.17 Actuated Cycle Length (s) 110.0Sum of lost time (s)10.0 Intersection Capacity Utilization104.4%ICU Level of ServiceG Analysis Period (min)15 c Critical Lane Group Hanscom Field 12:00 pm 11/13/2012 2030 AM Peak No BuildSynchro 7 - Report FinkPage 3 Lanes, Volumes, Timings2030 AM Peak No Build 9/23/2013 3: Route 2A & Old Mass Ave Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)148901819912126 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9990.877 Flt Protected0.9930.996 Satd. Flow (prot)018501861016270 Flt Permitted0.9930.996 Satd. Flow (perm)018501861016270 Link Speed (mph)303030 Link Distance (ft)15251435707 Travel Time (s)34.732.616.1 Peak Hour Factor0.880.880.880.880.880.88 Adj. Flow (vph)16810249311014143 Shared Lane Traffic (%) Lane Group Flow (vph)0119294101570 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 117.7%ICU Level of Service H Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 AM Peak No BuildSynchro 7 - Report FinkPage 4 HCM Unsignalized Intersection Capacity Analysis2030 AM Peak No Build 9/23/2013 3: Route 2A & Old Mass Ave MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)148901819912126 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.880.880.880.880.880.88 Hourly flow rate (vph)16810249311014143 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume9412296936 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol9412296936 tC, single (s)4.16.46.2 tC, 2 stage (s) tF (s)2.23.53.3 p0 queue free %775955 cM capacity (veh/h)72933321 Direction, Lane #EB 1WB 1SB 1 Volume Total1192941157 Volume Left168014 Volume Right010143 cSH7291700182 Volume to Capacity0.230.550.86 Queue Length 95th (ft)220156 Control Delay (s)7.30.086.1 Lane LOSAF Approach Delay (s)7.30.086.1 Approach LOSF Intersection Summary Average Delay 9.7 Intersection Capacity Utilization 117.7%ICU Level of Service H Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 AM Peak No BuildSynchro 7 - Report FinkPage 5 Lanes, Volumes, Timings2030 AM Peak No Build 9/23/2013 4: Route 2A & Airport Road Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)01050930110 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt Flt Protected0.950 Satd. Flow (prot)018631863017700 Flt Permitted0.950 Satd. Flow (perm)018631863017700 Link Speed (mph)303030 Link Distance (ft)8461525685 Travel Time (s)19.234.715.6 Peak Hour Factor0.880.880.880.880.880.88 Adj. Flow (vph)011931057110 Shared Lane Traffic (%) Lane Group Flow (vph)011931058010 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 65.3%ICU Level of Service C Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 AM Peak No BuildSynchro 7 - Report FinkPage 6 HCM Unsignalized Intersection Capacity Analysis2030 AM Peak No Build 9/23/2013 4: Route 2A & Airport Road MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)01050930110 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.880.880.880.880.880.88 Hourly flow rate (vph)011931057110 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume105822511057 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol105822511057 tC, single (s)4.16.46.2 tC, 2 stage (s) tF (s)2.23.53.3 p0 queue free %10098100 cM capacity (veh/h)65846273 Direction, Lane #EB 1WB 1SB 1 Volume Total119310581 Volume Left001 Volume Right010 cSH658170046 Volume to Capacity0.000.620.02 Queue Length 95th (ft)002 Control Delay (s)0.00.085.7 Lane LOSF Approach Delay (s)0.00.085.7 Approach LOSF Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 65.3%ICU Level of Service C Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 AM Peak No BuildSynchro 7 - Report FinkPage 7 Lanes, Volumes, Timings2030 AM Peak No Build 9/23/2013 5: Old Bedford Rd & Hanscom Dr Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)372360022115011203253 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)023000000230 Storage Lanes00000001 Taper Length (ft)2525252525252525 Lane Util. Factor0.950.951.001.000.950.951.001.001.001.001.001.00 Frt0.9920.850 Flt Protected0.9910.9730.996 Satd. Flow (prot)035480035810018490016921615 Flt Permitted0.9910.9730.996 Satd. Flow (perm)035480035810018490016921615 Link Speed (mph)30303030 Link Distance (ft)592394514456 Travel Time (s)13.59.011.710.4 Peak Hour Factor0.590.800.810.920.590.500.830.800.920.920.801.00 Heavy Vehicles (%)0%1%2%0%0%0%0%0%0%0%13%0% Adj. Flow (vph)632950037218114003313 Shared Lane Traffic (%) Lane Group Flow (vph)035800390032100343 Sign ControlStopStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 38.4%ICU Level of Service A Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 AM Peak No BuildSynchro 7 - Report FinkPage 8 HCM Unsignalized Intersection Capacity Analysis2030 AM Peak No Build 9/23/2013 5: Old Bedford Rd & Hanscom Dr MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (veh/h)372360022115011203253 Sign ControlStopStopFreeFree Grade0%0%0%0% Peak Hour Factor0.590.800.810.920.590.500.830.800.920.920.801.00 Hourly flow rate (vph)632950037218114003313 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume5605393168753914031140 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol5605393168753914031140 tC, single (s)7.16.56.27.16.56.24.14.1 tC, 2 stage (s) tF (s)3.54.03.33.54.03.32.22.2 p0 queue free %83261001009110089100 cM capacity (veh/h)374399104313340091315941456 Direction, Lane #EB 1EB 2WB 1WB 2NB 1SB 1SB 2 Volume Total1611972514321353 Volume Left6300018130 Volume Right0002003 cSH389399400434159414561700 Volume to Capacity0.410.490.060.030.110.000.00 Queue Length 95th (ft)5066531000 Control Delay (s)20.722.514.613.64.70.70.0 Lane LOSCCBBAA Approach Delay (s)21.714.24.70.7 Approach LOSCB Intersection Summary Average Delay 13.0 Intersection Capacity Utilization 38.4%ICU Level of Service A Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 AM Peak No BuildSynchro 7 - Report FinkPage 9 Lanes, Volumes, Timings2030 AM Peak No Build 9/23/2013 6: Route 2A & Hanscom Dr Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)304898434470141145 Ideal Flow (vphpl)190019001900190019001900 Storage Length (ft)75000 Storage Lanes1011 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9290.850 Flt Protected0.9500.950 Satd. Flow (prot)178718631689016711583 Flt Permitted0.9500.950 Satd. Flow (perm)178718631689016711583 Link Speed (mph)303030 Link Distance (ft)753771267 Travel Time (s)17.117.56.1 Peak Hour Factor0.870.950.860.840.800.73 Heavy Vehicles (%)1%2%4%5%8%2% Adj. Flow (vph)349945505560176199 Shared Lane Traffic (%) Lane Group Flow (vph)34994510650176199 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 86.3%ICU Level of Service E Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 AM Peak No BuildSynchro 7 - Report FinkPage 10 HCM Unsignalized Intersection Capacity Analysis2030 AM Peak No Build 9/23/2013 6: Route 2A & Hanscom Dr MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)304898434470141145 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.870.950.860.840.800.73 Hourly flow rate (vph)349945505560176199 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume5052429784 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol5052429784 tC, single (s)4.16.56.2 tC, 2 stage (s) tF (s)2.23.63.3 p0 queue free %67049 cM capacity (veh/h)106523393 Direction, Lane #EB 1EB 2WB 1SB 1SB 2 Volume Total3499451064176199 Volume Left349001760 Volume Right005600199 cSH10651700170023393 Volume to Capacity0.330.560.637.780.51 Queue Length 95th (ft)3600Err69 Control Delay (s)10.00.00.0Err23.2 Lane LOSBFC Approach Delay (s)2.70.04713.3 Approach LOSF Intersection Summary Average Delay 647.6 Intersection Capacity Utilization 86.3%ICU Level of Service E Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 AM Peak No BuildSynchro 7 - Report FinkPage 11 Lanes, Volumes, Timings2030 AM Peak No Build 9/23/2013 10: Virginia Rd & Old Bedford Rd Lane GroupWBLWBRNBTNBRSBLSBT Lane Configurations Volume (vph)3720158310164203 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9570.913 Flt Protected0.9670.978 Satd. Flow (prot)172301722001838 Flt Permitted0.9670.978 Satd. Flow (perm)172301722001838 Link Speed (mph)303030 Link Distance (ft)634229338 Travel Time (s)14.45.27.7 Peak Hour Factor0.650.750.870.940.820.82 Heavy Vehicles (%)3%0%2%0%0%2% Adj. Flow (vph)5727182330200248 Shared Lane Traffic (%) Lane Group Flow (vph)84051200448 Sign ControlStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 60.4%ICU Level of Service B Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 AM Peak No BuildSynchro 7 - Report FinkPage 12 HCM Unsignalized Intersection Capacity Analysis2030 AM Peak No Build 9/23/2013 10: Virginia Rd & Old Bedford Rd MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)3720158310164203 Sign ControlStopFreeFree Grade0%0%0% Peak Hour Factor0.650.750.870.940.820.82 Hourly flow rate (vph)5727182330200248 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume994347511 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol994347511 tC, single (s)6.46.24.1 tC, 2 stage (s) tF (s)3.53.32.2 p0 queue free %749681 cM capacity (veh/h)2207011064 Direction, Lane #WB 1NB 1SB 1 Volume Total84511448 Volume Left570200 Volume Right273300 cSH28117001064 Volume to Capacity0.300.300.19 Queue Length 95th (ft)30017 Control Delay (s)23.10.05.2 Lane LOSCA Approach Delay (s)23.10.05.2 Approach LOSC Intersection Summary Average Delay 4.1 Intersection Capacity Utilization 60.4%ICU Level of Service B Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 AM Peak No BuildSynchro 7 - Report FinkPage 13 Lanes, Volumes, Timings2030 PM Peak No Build 9/23/2013 2: Route 2A & Mass Avenue Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)1396011348729242198212841248177 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)25002500001000 Storage Lanes10100010 Taper Length (ft)2525252525252525 Lane Util. Factor1.001.001.001.001.001.001.001.001.001.001.001.00 Frt0.9970.9630.9250.882 Flt Protected0.9500.9500.9960.950 Satd. Flow (prot)177018570177017940017160177016430 Flt Permitted0.0510.2580.9590.500 Satd. Flow (perm)95185704811794001652093116430 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)11648140 Link Speed (mph)30303030 Link Distance (ft)1435667796673 Travel Time (s)32.615.218.115.3 Peak Hour Factor0.880.880.880.880.880.880.880.880.880.880.880.88 Adj. Flow (vph)1586831555828275229314546855201 Shared Lane Traffic (%) Lane Group Flow (vph)15869805511030026004682560 Turn Typepm+ptPermPermPerm Protected Phases74826 Permitted Phases4826 Detector Phase74882266 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.0 Minimum Split (s)9.021.021.021.021.021.021.021.0 Total Split (s)11.089.00.078.078.00.061.061.00.061.061.00.0 Total Split (%)7.3%59.3%0.0%52.0%52.0%0.0%40.7%40.7%0.0%40.7%40.7%0.0% Maximum Green (s)6.084.073.073.056.056.056.056.0 Yellow Time (s)3.03.03.03.03.03.03.03.0 All-Red Time (s)2.02.02.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.00.00.00.00.00.0 Total Lost Time (s)5.05.04.05.05.04.05.05.04.05.05.04.0 Lead/LagLeadLagLag Lead-Lag Optimize?YesYesYes Vehicle Extension (s)3.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneNone Walk Time (s)5.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)0000000 Act Effct Green (s)84.084.073.073.056.056.056.0 Actuated g/C Ratio0.560.560.490.490.370.370.37 v/c Ratio1.320.670.241.250.401.340.37 Control Delay216.627.325.8156.530.0210.616.4 Queue Delay0.00.00.00.00.00.00.0 Total Delay216.627.325.8156.530.0210.616.4 LOSFCCFCFB Hanscom Field 12:00 pm 11/13/2012 2030 PM Peak No BuildSynchro 7 - Report FinkPage 1 Lanes, Volumes, Timings2030 PM Peak No Build 9/23/2013 2: Route 2A & Mass Avenue Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Approach Delay62.2150.330.0141.9 Approach LOSEFCF Queue Length 50th (ft)~14846631~1341152~59777 Queue Length 95th (ft)#29258863#1553225#794146 Internal Link Dist (ft)1355587716593 Turn Bay Length (ft)250250100 Base Capacity (vph)1201040234881647348701 Starvation Cap Reductn0000000 Spillback Cap Reductn0000000 Storage Cap Reductn0000000 Reduced v/c Ratio1.320.670.241.250.401.340.37 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Natural Cycle: 140 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.34 Intersection Signal Delay: 112.7Intersection LOS: F Intersection Capacity Utilization 113.5%ICU Level of Service H Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Route 2A & Mass Avenue Hanscom Field 12:00 pm 11/13/2012 2030 PM Peak No BuildSynchro 7 - Report FinkPage 2 HCM Signalized Intersection Capacity Analysis2030 PM Peak No Build 9/23/2013 2: Route 2A & Mass Avenue MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)1396011348729242198212841248177 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Total Lost time (s)5.05.05.05.05.05.05.0 Lane Util. Factor1.001.001.001.001.001.001.00 Frt1.001.001.000.960.921.000.88 Flt Protected0.951.000.951.001.000.951.00 Satd. Flow (prot)1770185717701793171517701643 Flt Permitted0.051.000.261.000.960.501.00 Satd. Flow (perm)961857481179316529311643 Peak-hour factor, PHF0.880.880.880.880.880.880.880.880.880.880.880.88 Adj. Flow (vph)1586831555828275229314546855201 RTOR Reduction (vph)00008003000880 Lane Group Flow (vph)15869805510950023004681680 Turn Typepm+ptPermPermPerm Protected Phases74826 Permitted Phases4826 Actuated Green, G (s)84.084.073.073.056.056.056.0 Effective Green, g (s)84.084.073.073.056.056.056.0 Actuated g/C Ratio0.560.560.490.490.370.370.37 Clearance Time (s)5.05.05.05.05.05.05.0 Vehicle Extension (s)3.03.03.03.03.03.03.0 Lane Grp Cap (vph)1211040234873617348613 v/s Ratio Protc0.050.380.610.10 v/s Ratio Permc0.680.110.14c0.50 v/c Ratio1.310.670.241.250.371.340.27 Uniform Delay, d142.923.322.338.534.247.032.8 Progression Factor1.001.001.001.001.001.001.00 Incremental Delay, d2184.91.70.5123.70.4173.20.2 Delay (s)227.725.022.8162.234.6220.233.1 Level of ServiceFCCFCFC Approach Delay (s)62.4155.634.6154.1 Approach LOSEFCF Intersection Summary HCM Average Control Delay118.1HCM Level of ServiceF HCM Volume to Capacity ratio1.30 Actuated Cycle Length (s) 150.0Sum of lost time (s)10.0 Intersection Capacity Utilization113.5%ICU Level of ServiceH Analysis Period (min)15 c Critical Lane Group Hanscom Field 12:00 pm 11/13/2012 2030 PM Peak No BuildSynchro 7 - Report FinkPage 3 Lanes, Volumes, Timings2030 PM Peak No Build 9/23/2013 3: Route 2A & Old Mass Ave Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)45684898969216 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9990.898 Flt Protected0.9970.988 Satd. Flow (prot)018571861016530 Flt Permitted0.9970.988 Satd. Flow (perm)018571861016530 Link Speed (mph)303030 Link Distance (ft)15251435707 Travel Time (s)34.732.616.1 Peak Hour Factor0.880.880.880.880.880.88 Adj. Flow (vph)5177710201078245 Shared Lane Traffic (%) Lane Group Flow (vph)0828103003230 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 96.7%ICU Level of Service F Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 PM Peak No BuildSynchro 7 - Report FinkPage 4 HCM Unsignalized Intersection Capacity Analysis2030 PM Peak No Build 9/23/2013 3: Route 2A & Old Mass Ave MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)45684898969216 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.880.880.880.880.880.88 Hourly flow rate (vph)5177710201078245 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume103119051026 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol103119051026 tC, single (s)4.16.46.2 tC, 2 stage (s) tF (s)2.23.53.3 p0 queue free %92014 cM capacity (veh/h)67470285 Direction, Lane #EB 1WB 1SB 1 Volume Total8281031324 Volume Left51078 Volume Right010245 cSH6741700163 Volume to Capacity0.080.611.99 Queue Length 95th (ft)60624 Control Delay (s)2.10.0511.0 Lane LOSAF Approach Delay (s)2.10.0511.0 Approach LOSF Intersection Summary Average Delay 76.6 Intersection Capacity Utilization 96.7%ICU Level of Service F Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 PM Peak No BuildSynchro 7 - Report FinkPage 5 Lanes, Volumes, Timings2030 PM Peak No Build 9/23/2013 4: Route 2A & Airport Road Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)07211069200 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt Flt Protected Satd. Flow (prot)018631863018630 Flt Permitted Satd. Flow (perm)018631863018630 Link Speed (mph)303030 Link Distance (ft)8461525685 Travel Time (s)19.234.715.6 Peak Hour Factor0.880.880.880.880.880.88 Adj. Flow (vph)08191215200 Shared Lane Traffic (%) Lane Group Flow (vph)08191217000 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 59.7%ICU Level of Service B Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 PM Peak No BuildSynchro 7 - Report FinkPage 6 HCM Unsignalized Intersection Capacity Analysis2030 PM Peak No Build 9/23/2013 4: Route 2A & Airport Road MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)07211069200 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.880.880.880.880.880.88 Hourly flow rate (vph)08191215200 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume121720351216 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol121720351216 tC, single (s)4.16.46.2 tC, 2 stage (s) tF (s)2.23.53.3 p0 queue free %100100100 cM capacity (veh/h)57363221 Direction, Lane #EB 1WB 1SB 1 Volume Total81912170 Volume Left000 Volume Right020 cSH57317001700 Volume to Capacity0.000.720.00 Queue Length 95th (ft)000 Control Delay (s)0.00.00.0 Lane LOSA Approach Delay (s)0.00.00.0 Approach LOSA Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 59.7%ICU Level of Service B Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 PM Peak No BuildSynchro 7 - Report FinkPage 7 Lanes, Volumes, Timings2030 PM Peak No Build 9/23/2013 5: Old Bedford Rd & Hanscom Dr Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)52300243410930032034 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)023000000230 Storage Lanes00000001 Taper Length (ft)2525252525252525 Lane Util. Factor0.950.951.001.000.950.951.001.001.001.001.001.00 Frt0.9960.850 Flt Protected0.9880.9630.999 Satd. Flow (prot)035670035960018300018261615 Flt Permitted0.9880.9630.999 Satd. Flow (perm)035670035960018300018261615 Link Speed (mph)30303030 Link Distance (ft)592394514456 Travel Time (s)13.59.011.710.4 Peak Hour Factor0.630.880.660.920.760.500.920.820.820.920.840.50 Heavy Vehicles (%)0%0%0%0%0%0%0%0%0%0%4%0% Adj. Flow (vph)82600320811837032428 Shared Lane Traffic (%) Lane Group Flow (vph)0340032800155002458 Sign ControlStopStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 35.3%ICU Level of Service A Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 PM Peak No BuildSynchro 7 - Report FinkPage 8 HCM Unsignalized Intersection Capacity Analysis2030 PM Peak No Build 9/23/2013 5: Old Bedford Rd & Hanscom Dr MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (veh/h)52300243410930032034 Sign ControlStopStopFreeFree Grade0%0%0%0% Peak Hour Factor0.630.880.660.920.760.500.920.820.820.920.840.50 Hourly flow rate (vph)82600320811837032428 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume6905222425355223724237 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol6905222425355223724237 tC, single (s)7.16.56.27.16.56.24.14.1 tC, 2 stage (s) tF (s)3.54.03.33.54.03.32.22.2 p0 queue free %9494100100249991100 cM capacity (veh/h)127420802408420104213371587 Direction, Lane #EB 1EB 2WB 1WB 2NB 1SB 1SB 2 Volume Total17172131151552458 Volume Left800011830 Volume Right0008008 cSH200420420439133715871700 Volume to Capacity0.080.040.510.260.090.000.00 Queue Length 95th (ft)737026700 Control Delay (s)24.613.922.016.16.20.10.0 Lane LOSCBCCAA Approach Delay (s)19.120.06.20.1 Approach LOSCC Intersection Summary Average Delay 10.6 Intersection Capacity Utilization 35.3%ICU Level of Service A Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 PM Peak No BuildSynchro 7 - Report FinkPage 9 Lanes, Volumes, Timings2030 PM Peak No Build 9/23/2013 6: Route 2A & Hanscom Dr Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)96359859195380479 Ideal Flow (vphpl)190019001900190019001900 Storage Length (ft)75000 Storage Lanes1011 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9700.850 Flt Protected0.9500.950 Satd. Flow (prot)178718451825017871599 Flt Permitted0.9500.950 Satd. Flow (perm)178718451825017871599 Link Speed (mph)303030 Link Distance (ft)743582267 Travel Time (s)16.913.26.1 Peak Hour Factor0.870.960.950.750.830.89 Heavy Vehicles (%)1%3%1%1%1%1% Adj. Flow (vph)110374904260458538 Shared Lane Traffic (%) Lane Group Flow (vph)11037411640458538 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 93.4%ICU Level of Service F Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 PM Peak No BuildSynchro 7 - Report FinkPage 10 HCM Unsignalized Intersection Capacity Analysis2030 PM Peak No Build 9/23/2013 6: Route 2A & Hanscom Dr MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)96359859195380479 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.870.960.950.750.830.89 Hourly flow rate (vph)110374904260458538 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume90416291034 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol90416291034 tC, single (s)4.16.46.2 tC, 2 stage (s) tF (s)2.23.53.3 p0 queue free %8500 cM capacity (veh/h)75696283 Direction, Lane #EB 1EB 2WB 1SB 1SB 2 Volume Total1103741164458538 Volume Left110004580 Volume Right002600538 cSH7561700170096283 Volume to Capacity0.150.220.684.761.90 Queue Length 95th (ft)1300Err932 Control Delay (s)10.60.00.0Err448.3 Lane LOSBFF Approach Delay (s)2.40.04838.3 Approach LOSF Intersection Summary Average Delay 1822.7 Intersection Capacity Utilization 93.4%ICU Level of Service F Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 PM Peak No BuildSynchro 7 - Report FinkPage 11 Lanes, Volumes, Timings2030 PM Peak No Build 9/23/2013 10: Virginia Rd & Old Bedford Rd Lane GroupWBLWBRNBTNBRSBLSBT Lane Configurations Volume (vph)1472352027716144 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9180.952 Flt Protected0.9810.994 Satd. Flow (prot)170401778001872 Flt Permitted0.9810.994 Satd. Flow (perm)170401778001872 Link Speed (mph)303030 Link Distance (ft)634229338 Travel Time (s)14.45.27.7 Peak Hour Factor0.850.870.720.500.750.90 Heavy Vehicles (%)1%0%1%3%0%1% Adj. Flow (vph)17327028115421160 Shared Lane Traffic (%) Lane Group Flow (vph)443043500181 Sign ControlStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 50.2%ICU Level of Service A Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 PM Peak No BuildSynchro 7 - Report FinkPage 12 HCM Unsignalized Intersection Capacity Analysis2030 PM Peak No Build 9/23/2013 10: Virginia Rd & Old Bedford Rd MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)1472352027716144 Sign ControlStopFreeFree Grade0%0%0% Peak Hour Factor0.850.870.720.500.750.90 Hourly flow rate (vph)17327028115421160 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume560358435 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol560358435 tC, single (s)6.46.24.1 tC, 2 stage (s) tF (s)3.53.32.2 p0 queue free %646198 cM capacity (veh/h)4826911136 Direction, Lane #WB 1NB 1SB 1 Volume Total443435181 Volume Left173021 Volume Right2701540 cSH59117001136 Volume to Capacity0.750.260.02 Queue Length 95th (ft)16501 Control Delay (s)27.10.01.1 Lane LOSDA Approach Delay (s)27.10.01.1 Approach LOSD Intersection Summary Average Delay 11.5 Intersection Capacity Utilization 50.2%ICU Level of Service A Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 PM Peak No BuildSynchro 7 - Report FinkPage 13 Appendix C-9 SYNCHRO LOS Analysis: 2030 Build ﻮﮭوﻮ 9■ō╜ʼn◘■▓ś■ĊĂ▄ {ĊĂĊĵℓ Ă■ŕ t▄Ă■■╜■┼ wś♫◘ʼnĊ /?ﻰﻵﻮ Lanes, Volumes, Timings2030 AM Peak 9/23/2013 2: Route 2A & Mass Avenue Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)1457362512768138310305436854164 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)25002500001000 Storage Lanes10100010 Taper Length (ft)2525252525252525 Lane Util. Factor1.001.001.001.001.001.001.001.001.001.001.001.00 Frt0.9950.9460.9220.887 Flt Protected0.9500.9500.9950.950 Satd. Flow (prot)177018530177017620017090177016520 Flt Permitted0.0620.2060.9610.678 Satd. Flow (perm)1151853038417620016500126316520 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)34061139 Link Speed (mph)30303030 Link Distance (ft)1435667796673 Travel Time (s)32.615.218.115.3 Peak Hour Factor0.880.880.880.880.880.880.880.880.880.880.880.88 Adj. Flow (vph)1658362814477443511346141861186 Shared Lane Traffic (%) Lane Group Flow (vph)165864014412090010604182470 Turn Typepm+ptPermPermPerm Protected Phases74826 Permitted Phases4826 Detector Phase74882266 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.0 Minimum Split (s)9.021.021.021.021.021.021.021.0 Total Split (s)9.074.00.065.065.00.036.036.00.036.036.00.0 Total Split (%)8.2%67.3%0.0%59.1%59.1%0.0%32.7%32.7%0.0%32.7%32.7%0.0% Maximum Green (s)4.069.060.060.031.031.031.031.0 Yellow Time (s)3.03.03.03.03.03.03.03.0 All-Red Time (s)2.02.02.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.00.00.00.00.00.0 Total Lost Time (s)5.05.04.05.05.04.05.05.04.05.05.04.0 Lead/LagLeadLagLag Lead-Lag Optimize?YesYesYes Vehicle Extension (s)3.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneNone Walk Time (s)5.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)0000000 Act Effct Green (s)69.069.060.060.031.031.031.0 Actuated g/C Ratio0.630.630.550.550.280.280.28 v/c Ratio1.250.740.691.230.211.170.44 Control Delay181.319.338.6139.615.4140.616.5 Queue Delay0.00.00.00.00.00.00.0 Total Delay181.319.338.6139.615.4140.616.5 LOSFBDFBFB Hanscom Field 12:00 pm 11/13/2012 2030 AM PeakSynchro 7 - Report FinkPage 1 Lanes, Volumes, Timings2030 AM Peak 9/23/2013 2: Route 2A & Mass Avenue Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Approach Delay45.2128.915.494.5 Approach LOSDFBF Queue Length 50th (ft)~6839270~105223~35459 Queue Length 95th (ft)#172531#179#126765#529127 Internal Link Dist (ft)1355587716593 Turn Bay Length (ft)250250100 Base Capacity (vph)1321163209979509356565 Starvation Cap Reductn0000000 Spillback Cap Reductn0000000 Storage Cap Reductn0000000 Reduced v/c Ratio1.250.740.691.230.211.170.44 Intersection Summary Area Type:Other Cycle Length: 110 Actuated Cycle Length: 110 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.25 Intersection Signal Delay: 90.5Intersection LOS: F Intersection Capacity Utilization 106.8%ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Route 2A & Mass Avenue Hanscom Field 12:00 pm 11/13/2012 2030 AM PeakSynchro 7 - Report FinkPage 2 HCM Signalized Intersection Capacity Analysis2030 AM Peak 9/23/2013 2: Route 2A & Mass Avenue MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)1457362512768138310305436854164 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Total Lost time (s)5.05.05.05.05.05.05.0 Lane Util. Factor1.001.001.001.001.001.001.00 Frt1.001.001.000.950.921.000.89 Flt Protected0.951.000.951.000.990.951.00 Satd. Flow (prot)1770185417701762170917701652 Flt Permitted0.061.000.211.000.960.681.00 Satd. Flow (perm)11518543841762165212621652 Peak-hour factor, PHF0.880.880.880.880.880.880.880.880.880.880.880.88 Adj. Flow (vph)1658362814477443511346141861186 RTOR Reduction (vph)0100180044001000 Lane Group Flow (vph)16586301441191006204181470 Turn Typepm+ptPermPermPerm Protected Phases74826 Permitted Phases4826 Actuated Green, G (s)69.069.060.060.031.031.031.0 Effective Green, g (s)69.069.060.060.031.031.031.0 Actuated g/C Ratio0.630.630.550.550.280.280.28 Clearance Time (s)5.05.05.05.05.05.05.0 Vehicle Extension (s)3.03.03.03.03.03.03.0 Lane Grp Cap (vph)1321163209961466356466 v/s Ratio Protc0.050.470.680.09 v/s Ratio Permc0.740.370.04c0.33 v/c Ratio1.250.740.691.240.131.170.32 Uniform Delay, d129.914.318.225.029.539.531.1 Progression Factor1.001.001.001.001.001.001.00 Incremental Delay, d2160.32.69.1116.60.1104.00.4 Delay (s)190.216.927.3141.629.6143.531.5 Level of ServiceFBCFCFC Approach Delay (s)44.7129.429.6101.9 Approach LOSDFCF Intersection Summary HCM Average Control Delay92.6HCM Level of ServiceF HCM Volume to Capacity ratio1.20 Actuated Cycle Length (s) 110.0Sum of lost time (s)10.0 Intersection Capacity Utilization106.8%ICU Level of ServiceG Analysis Period (min)15 c Critical Lane Group Hanscom Field 12:00 pm 11/13/2012 2030 AM PeakSynchro 7 - Report FinkPage 3 Lanes, Volumes, Timings2030 AM Peak 9/23/2013 3: Route 2A & Old Mass Ave Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)148922870912126 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9990.877 Flt Protected0.9930.996 Satd. Flow (prot)018501861016270 Flt Permitted0.9930.996 Satd. Flow (perm)018501861016270 Link Speed (mph)303030 Link Distance (ft)15251435707 Travel Time (s)34.732.616.1 Peak Hour Factor0.880.880.880.880.880.88 Adj. Flow (vph)16810489891014143 Shared Lane Traffic (%) Lane Group Flow (vph)0121699901570 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 121.5%ICU Level of Service H Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 AM PeakSynchro 7 - Report FinkPage 4 HCM Unsignalized Intersection Capacity Analysis2030 AM Peak 9/23/2013 3: Route 2A & Old Mass Ave MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)148922870912126 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.880.880.880.880.880.88 Hourly flow rate (vph)16810489891014143 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume9992378994 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol9992378994 tC, single (s)4.16.46.2 tC, 2 stage (s) tF (s)2.23.53.3 p0 queue free %765352 cM capacity (veh/h)69329298 Direction, Lane #EB 1WB 1SB 1 Volume Total1216999157 Volume Left168014 Volume Right010143 cSH6931700164 Volume to Capacity0.240.590.96 Queue Length 95th (ft)240181 Control Delay (s)8.10.0114.6 Lane LOSAF Approach Delay (s)8.10.0114.6 Approach LOSF Intersection Summary Average Delay 11.7 Intersection Capacity Utilization 121.5%ICU Level of Service H Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 AM PeakSynchro 7 - Report FinkPage 5 Lanes, Volumes, Timings2030 AM Peak 9/23/2013 4: Route 2A & Airport Road Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)01076990110 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt Flt Protected0.950 Satd. Flow (prot)018631863017700 Flt Permitted0.950 Satd. Flow (perm)018631863017700 Link Speed (mph)303030 Link Distance (ft)8461525685 Travel Time (s)19.234.715.6 Peak Hour Factor0.880.880.880.880.880.88 Adj. Flow (vph)012231125110 Shared Lane Traffic (%) Lane Group Flow (vph)012231126010 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 66.6%ICU Level of Service C Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 AM PeakSynchro 7 - Report FinkPage 6 HCM Unsignalized Intersection Capacity Analysis2030 AM Peak 9/23/2013 4: Route 2A & Airport Road MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)01076990110 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.880.880.880.880.880.88 Hourly flow rate (vph)012231125110 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume112623481126 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol112623481126 tC, single (s)4.16.46.2 tC, 2 stage (s) tF (s)2.23.53.3 p0 queue free %10097100 cM capacity (veh/h)62040249 Direction, Lane #EB 1WB 1SB 1 Volume Total122311261 Volume Left001 Volume Right010 cSH620170040 Volume to Capacity0.000.660.03 Queue Length 95th (ft)002 Control Delay (s)0.00.098.5 Lane LOSF Approach Delay (s)0.00.098.5 Approach LOSF Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 66.6%ICU Level of Service C Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 AM PeakSynchro 7 - Report FinkPage 7 Lanes, Volumes, Timings2030 AM Peak 9/23/2013 5: Old Bedford Rd & Hanscom Dr Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)75236002211502240108010 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)023000000230 Storage Lanes00000001 Taper Length (ft)2525252525252525 Lane Util. Factor0.950.951.001.000.950.951.001.001.001.001.001.00 Frt0.9920.850 Flt Protected0.9850.9810.995 Satd. Flow (prot)035310035810018640016921615 Flt Permitted0.9850.9810.995 Satd. Flow (perm)035310035810018640016921615 Link Speed (mph)30303030 Link Distance (ft)592394514456 Travel Time (s)13.59.011.710.4 Peak Hour Factor0.590.800.810.920.590.500.830.800.920.920.801.00 Heavy Vehicles (%)0%1%2%0%0%0%0%0%0%0%13%0% Adj. Flow (vph)1272950037218128001110010 Shared Lane Traffic (%) Lane Group Flow (vph)04220039004610011110 Sign ControlStopStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 45.4%ICU Level of Service A Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 AM PeakSynchro 7 - Report FinkPage 8 HCM Unsignalized Intersection Capacity Analysis2030 AM Peak 9/23/2013 5: Old Bedford Rd & Hanscom Dr MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (veh/h)75236002211502240108010 Sign ControlStopStopFreeFree Grade0%0%0%0% Peak Hour Factor0.590.800.810.920.590.500.830.800.920.920.801.00 Hourly flow rate (vph)1272950037218128001110010 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume784763100911763280100280 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol784763100911763280100280 tC, single (s)7.16.56.27.16.56.24.14.1 tC, 2 stage (s) tF (s)3.54.03.33.54.03.32.22.2 p0 queue free %5001000871008899 cM capacity (veh/h)255293956029476415051294 Direction, Lane #EB 1EB 2WB 1WB 2NB 1SB 1SB 2 Volume Total225197251446111110 Volume Left127000181110 Volume Right00020010 cSH270293294321150512941700 Volume to Capacity0.830.670.080.040.120.010.01 Queue Length 95th (ft)170112741010 Control Delay (s)61.039.318.416.73.70.80.0 Lane LOSFECCAA Approach Delay (s)50.917.83.70.8 Approach LOSFC Intersection Summary Average Delay 23.0 Intersection Capacity Utilization 45.4%ICU Level of Service A Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 AM PeakSynchro 7 - Report FinkPage 9 Lanes, Volumes, Timings2030 AM Peak 9/23/2013 6: Route 2A & Hanscom Dr Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)356898434530167173 Ideal Flow (vphpl)190019001900190019001900 Storage Length (ft)75000 Storage Lanes1011 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9250.850 Flt Protected0.9500.950 Satd. Flow (prot)178718631681016711583 Flt Permitted0.9500.950 Satd. Flow (perm)178718631681016711583 Link Speed (mph)303030 Link Distance (ft)753771267 Travel Time (s)17.117.56.1 Peak Hour Factor0.870.950.860.840.800.73 Heavy Vehicles (%)1%2%4%5%8%2% Adj. Flow (vph)409945505631209237 Shared Lane Traffic (%) Lane Group Flow (vph)40994511360209237 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 94.3%ICU Level of Service F Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 AM PeakSynchro 7 - Report FinkPage 10 HCM Unsignalized Intersection Capacity Analysis2030 AM Peak 9/23/2013 6: Route 2A & Hanscom Dr MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)356898434530167173 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.870.950.860.840.800.73 Hourly flow rate (vph)409945505631209237 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume5052584820 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol5052584820 tC, single (s)4.16.56.2 tC, 2 stage (s) tF (s)2.23.63.3 p0 queue free %62037 cM capacity (veh/h)106516375 Direction, Lane #EB 1EB 2WB 1SB 1SB 2 Volume Total4099451136209237 Volume Left409002090 Volume Right006310237 cSH10651700170016375 Volume to Capacity0.380.560.6712.670.63 Queue Length 95th (ft)4600Err104 Control Delay (s)10.50.00.0Err29.7 Lane LOSBFD Approach Delay (s)3.20.04698.6 Approach LOSF Intersection Summary Average Delay 714.8 Intersection Capacity Utilization 94.3%ICU Level of Service F Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 AM PeakSynchro 7 - Report FinkPage 11 Lanes, Volumes, Timings2030 AM Peak 9/23/2013 10: Virginia Rd & Old Bedford Rd Lane GroupWBLWBRNBTNBRSBLSBT Lane Configurations Volume (vph)4124158333179203 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9550.911 Flt Protected0.9680.977 Satd. Flow (prot)172201719001837 Flt Permitted0.9680.977 Satd. Flow (perm)172201719001837 Link Speed (mph)303030 Link Distance (ft)634229338 Travel Time (s)14.45.27.7 Peak Hour Factor0.650.750.870.940.820.82 Heavy Vehicles (%)3%0%2%0%0%2% Adj. Flow (vph)6332182354218248 Shared Lane Traffic (%) Lane Group Flow (vph)95053600466 Sign ControlStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 63.1%ICU Level of Service B Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 AM PeakSynchro 7 - Report FinkPage 12 HCM Unsignalized Intersection Capacity Analysis2030 AM Peak 9/23/2013 10: Virginia Rd & Old Bedford Rd MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)4124158333179203 Sign ControlStopFreeFree Grade0%0%0% Peak Hour Factor0.650.750.870.940.820.82 Hourly flow rate (vph)6332182354218248 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume1043359536 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol1043359536 tC, single (s)6.46.24.1 tC, 2 stage (s) tF (s)3.53.32.2 p0 queue free %689579 cM capacity (veh/h)2006901042 Direction, Lane #WB 1NB 1SB 1 Volume Total95536466 Volume Left630218 Volume Right323540 cSH26317001042 Volume to Capacity0.360.320.21 Queue Length 95th (ft)40020 Control Delay (s)26.30.05.6 Lane LOSDA Approach Delay (s)26.30.05.6 Approach LOSD Intersection Summary Average Delay 4.7 Intersection Capacity Utilization 63.1%ICU Level of Service B Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 AM PeakSynchro 7 - Report FinkPage 13 Lanes, Volumes, Timings2030 PM Peak 9/23/2013 2: Route 2A & Mass Avenue Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)1496391348756242198212841248183 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)25002500001000 Storage Lanes10100010 Taper Length (ft)2525252525252525 Lane Util. Factor1.001.001.001.001.001.001.001.001.001.001.001.00 Frt0.9970.9640.9250.881 Flt Protected0.9500.9500.9960.950 Satd. Flow (prot)177018570177017960017160177016410 Flt Permitted0.0510.2250.9580.500 Satd. Flow (perm)95185704191796001651093116410 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)11548145 Link Speed (mph)30303030 Link Distance (ft)1435667796673 Travel Time (s)32.615.218.115.3 Peak Hour Factor0.880.880.880.880.880.880.880.880.880.880.880.88 Adj. Flow (vph)1697261555859275229314546855208 Shared Lane Traffic (%) Lane Group Flow (vph)16974105511340026004682630 Turn Typepm+ptPermPermPerm Protected Phases74826 Permitted Phases4826 Detector Phase74882266 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.0 Minimum Split (s)9.021.021.021.021.021.021.021.0 Total Split (s)11.089.00.078.078.00.061.061.00.061.061.00.0 Total Split (%)7.3%59.3%0.0%52.0%52.0%0.0%40.7%40.7%0.0%40.7%40.7%0.0% Maximum Green (s)6.084.073.073.056.056.056.056.0 Yellow Time (s)3.03.03.03.03.03.03.03.0 All-Red Time (s)2.02.02.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.00.00.00.00.00.0 Total Lost Time (s)5.05.04.05.05.04.05.05.04.05.05.04.0 Lead/LagLeadLagLag Lead-Lag Optimize?YesYesYes Vehicle Extension (s)3.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneNone Walk Time (s)5.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)0000000 Act Effct Green (s)84.084.073.073.056.056.056.0 Actuated g/C Ratio0.560.560.490.490.370.370.37 v/c Ratio1.410.710.271.290.401.340.37 Control Delay252.128.927.3170.430.0210.616.3 Queue Delay0.00.00.00.00.00.00.0 Total Delay252.128.927.3170.430.0210.616.3 LOSFCCFCFB Hanscom Field 12:00 pm 11/13/2012 2030 PM PeakSynchro 7 - Report FinkPage 1 Lanes, Volumes, Timings2030 PM Peak 9/23/2013 2: Route 2A & Mass Avenue Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Approach Delay70.4163.830.0140.7 Approach LOSEFCF Queue Length 50th (ft)~17151331~1405152~59779 Queue Length 95th (ft)#31964566#1615225#794149 Internal Link Dist (ft)1355587716593 Turn Bay Length (ft)250250100 Base Capacity (vph)1201040204882646348704 Starvation Cap Reductn0000000 Spillback Cap Reductn0000000 Storage Cap Reductn0000000 Reduced v/c Ratio1.410.710.271.290.401.340.37 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.41 Intersection Signal Delay: 119.6Intersection LOS: F Intersection Capacity Utilization 115.5%ICU Level of Service H Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Route 2A & Mass Avenue Hanscom Field 12:00 pm 11/13/2012 2030 PM PeakSynchro 7 - Report FinkPage 2 HCM Signalized Intersection Capacity Analysis2030 PM Peak 9/23/2013 2: Route 2A & Mass Avenue MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)1496391348756242198212841248183 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Total Lost time (s)5.05.05.05.05.05.05.0 Lane Util. Factor1.001.001.001.001.001.001.00 Frt1.001.001.000.960.921.000.88 Flt Protected0.951.000.951.001.000.951.00 Satd. Flow (prot)1770185717701795171517701642 Flt Permitted0.051.000.231.000.960.501.00 Satd. Flow (perm)961857420179516519311642 Peak-hour factor, PHF0.880.880.880.880.880.880.880.880.880.880.880.88 Adj. Flow (vph)1697261555859275229314546855208 RTOR Reduction (vph)00008003000910 Lane Group Flow (vph)16974105511260023004681720 Turn Typepm+ptPermPermPerm Protected Phases74826 Permitted Phases4826 Actuated Green, G (s)84.084.073.073.056.056.056.0 Effective Green, g (s)84.084.073.073.056.056.056.0 Actuated g/C Ratio0.560.560.490.490.370.370.37 Clearance Time (s)5.05.05.05.05.05.05.0 Vehicle Extension (s)3.03.03.03.03.03.03.0 Lane Grp Cap (vph)1211040204874616348613 v/s Ratio Protc0.060.400.630.10 v/s Ratio Permc0.730.130.14c0.50 v/c Ratio1.400.710.271.290.371.340.28 Uniform Delay, d142.924.222.738.534.247.032.9 Progression Factor1.001.001.001.001.001.001.00 Incremental Delay, d2220.82.30.7138.50.4173.20.3 Delay (s)263.726.523.5177.034.6220.233.2 Level of ServiceFCCFCFC Approach Delay (s)70.5169.934.6152.9 Approach LOSEFCF Intersection Summary HCM Average Control Delay125.2HCM Level of ServiceF HCM Volume to Capacity ratio1.35 Actuated Cycle Length (s) 150.0Sum of lost time (s)10.0 Intersection Capacity Utilization115.5%ICU Level of ServiceH Analysis Period (min)15 c Critical Lane Group Hanscom Field 12:00 pm 11/13/2012 2030 PM PeakSynchro 7 - Report FinkPage 3 Lanes, Volumes, Timings2030 PM Peak 9/23/2013 3: Route 2A & Old Mass Ave Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)45734932969216 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9990.898 Flt Protected0.9970.988 Satd. Flow (prot)018571861016530 Flt Permitted0.9970.988 Satd. Flow (perm)018571861016530 Link Speed (mph)303030 Link Distance (ft)15251435707 Travel Time (s)34.732.616.1 Peak Hour Factor0.880.880.880.880.880.88 Adj. Flow (vph)5183410591078245 Shared Lane Traffic (%) Lane Group Flow (vph)0885106903230 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 99.3%ICU Level of Service F Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 PM PeakSynchro 7 - Report FinkPage 4 HCM Unsignalized Intersection Capacity Analysis2030 PM Peak 9/23/2013 3: Route 2A & Old Mass Ave MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)45734932969216 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.880.880.880.880.880.88 Hourly flow rate (vph)5183410591078245 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume106920011064 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol106920011064 tC, single (s)4.16.46.2 tC, 2 stage (s) tF (s)2.23.53.3 p0 queue free %9209 cM capacity (veh/h)65261271 Direction, Lane #EB 1WB 1SB 1 Volume Total8851069324 Volume Left51078 Volume Right010245 cSH6521700147 Volume to Capacity0.080.632.20 Queue Length 95th (ft)60666 Control Delay (s)2.20.0611.2 Lane LOSAF Approach Delay (s)2.20.0611.2 Approach LOSF Intersection Summary Average Delay 87.7 Intersection Capacity Utilization 99.3%ICU Level of Service F Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 PM PeakSynchro 7 - Report FinkPage 5 Lanes, Volumes, Timings2030 PM Peak 9/23/2013 4: Route 2A & Airport Road Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)07721110200 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt Flt Protected Satd. Flow (prot)018631863018630 Flt Permitted Satd. Flow (perm)018631863018630 Link Speed (mph)303030 Link Distance (ft)8461525685 Travel Time (s)19.234.715.6 Peak Hour Factor0.880.880.880.880.880.88 Adj. Flow (vph)08771261200 Shared Lane Traffic (%) Lane Group Flow (vph)08771263000 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 61.9%ICU Level of Service B Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 PM PeakSynchro 7 - Report FinkPage 6 HCM Unsignalized Intersection Capacity Analysis2030 PM Peak 9/23/2013 4: Route 2A & Airport Road MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)07721110200 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.880.880.880.880.880.88 Hourly flow rate (vph)08771261200 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume126421401262 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol126421401262 tC, single (s)4.16.46.2 tC, 2 stage (s) tF (s)2.23.53.3 p0 queue free %100100100 cM capacity (veh/h)55054207 Direction, Lane #EB 1WB 1SB 1 Volume Total87712640 Volume Left000 Volume Right020 cSH55017001700 Volume to Capacity0.000.740.00 Queue Length 95th (ft)000 Control Delay (s)0.00.00.0 Lane LOSA Approach Delay (s)0.00.00.0 Approach LOSA Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 61.9%ICU Level of Service B Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 PM PeakSynchro 7 - Report FinkPage 7 Lanes, Volumes, Timings2030 PM Peak 9/23/2013 5: Old Bedford Rd & Hanscom Dr Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)1623002438109940820311 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)023000000230 Storage Lanes00000001 Taper Length (ft)2525252525252525 Lane Util. Factor0.950.951.001.000.950.951.001.001.001.001.001.00 Frt0.9930.850 Flt Protected0.9760.9750.998 Satd. Flow (prot)035230035850018520018261615 Flt Permitted0.9760.9750.998 Satd. Flow (perm)035230035850018520018261615 Link Speed (mph)30303030 Link Distance (ft)592394514456 Travel Time (s)13.59.011.710.4 Peak Hour Factor0.630.880.660.920.760.500.920.820.820.920.840.50 Heavy Vehicles (%)0%0%0%0%0%0%0%0%0%0%4%0% Adj. Flow (vph)252600320161181150924222 Shared Lane Traffic (%) Lane Group Flow (vph)05100336002330025122 Sign ControlStopStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 45.7%ICU Level of Service A Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 PM PeakSynchro 7 - Report FinkPage 8 HCM Unsignalized Intersection Capacity Analysis2030 PM Peak 9/23/2013 5: Old Bedford Rd & Hanscom Dr MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (veh/h)1623002438109940820311 Sign ControlStopStopFreeFree Grade0%0%0%0% Peak Hour Factor0.630.880.660.920.760.500.920.820.820.920.840.50 Hourly flow rate (vph)252600320161181150924222 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume787611242624611115242115 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol787611242624611115242115 tC, single (s)7.16.56.27.16.56.24.14.1 tC, 2 stage (s) tF (s)3.54.03.33.54.03.32.22.2 p0 queue free %689310010014989199 cM capacity (veh/h)7937380235237394313371487 Direction, Lane #EB 1EB 2WB 1WB 2NB 1SB 1SB 2 Volume Total341721312323325022 Volume Left2500011890 Volume Right000160022 cSH99373373405133714871700 Volume to Capacity0.340.050.570.300.090.010.01 Queue Length 95th (ft)3448531700 Control Delay (s)59.315.126.817.74.40.30.0 Lane LOSFCDCAA Approach Delay (s)44.323.54.40.3 Approach LOSEC Intersection Summary Average Delay 12.6 Intersection Capacity Utilization 45.7%ICU Level of Service A Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 PM PeakSynchro 7 - Report FinkPage 9 Lanes, Volumes, Timings2030 PM Peak 9/23/2013 6: Route 2A & Hanscom Dr Lane GroupEBLEBTWBTWBRSBLSBR Lane Configurations Volume (vph)120359859236431552 Ideal Flow (vphpl)190019001900190019001900 Storage Length (ft)75000 Storage Lanes1011 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9650.850 Flt Protected0.9500.950 Satd. Flow (prot)178718451815017871599 Flt Permitted0.9500.950 Satd. Flow (perm)178718451815017871599 Link Speed (mph)303030 Link Distance (ft)743582267 Travel Time (s)16.913.26.1 Peak Hour Factor0.870.960.950.750.830.89 Heavy Vehicles (%)1%3%1%1%1%1% Adj. Flow (vph)138374904315519620 Shared Lane Traffic (%) Lane Group Flow (vph)13837412190519620 Sign ControlFreeFreeStop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 100.4%ICU Level of Service G Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 PM PeakSynchro 7 - Report FinkPage 10 HCM Unsignalized Intersection Capacity Analysis2030 PM Peak 9/23/2013 6: Route 2A & Hanscom Dr MovementEBLEBTWBTWBRSBLSBR Lane Configurations Volume (veh/h)120359859236431552 Sign ControlFreeFreeStop Grade0%0%0% Peak Hour Factor0.870.960.950.750.830.89 Hourly flow rate (vph)138374904315519620 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume90417111062 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol90417111062 tC, single (s)4.16.46.2 tC, 2 stage (s) tF (s)2.23.53.3 p0 queue free %8200 cM capacity (veh/h)75682273 Direction, Lane #EB 1EB 2WB 1SB 1SB 2 Volume Total1383741219519620 Volume Left138005190 Volume Right003150620 cSH7561700170082273 Volume to Capacity0.180.220.726.342.27 Queue Length 95th (ft)1700Err1206 Control Delay (s)10.80.00.0Err613.3 Lane LOSBFF Approach Delay (s)2.90.04890.4 Approach LOSF Intersection Summary Average Delay 1942.0 Intersection Capacity Utilization 100.4%ICU Level of Service G Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 PM PeakSynchro 7 - Report FinkPage 11 Lanes, Volumes, Timings2030 PM Peak 9/23/2013 10: Virginia Rd & Old Bedford Rd Lane GroupWBLWBRNBTNBRSBLSBT Lane Configurations Volume (vph)1472352027727144 Ideal Flow (vphpl)190019001900190019001900 Lane Util. Factor1.001.001.001.001.001.00 Frt0.9180.952 Flt Protected0.9810.991 Satd. Flow (prot)170401778001868 Flt Permitted0.9810.991 Satd. Flow (perm)170401778001868 Link Speed (mph)303030 Link Distance (ft)634229338 Travel Time (s)14.45.27.7 Peak Hour Factor0.850.870.720.500.750.90 Heavy Vehicles (%)1%0%1%3%0%1% Adj. Flow (vph)17327028115436160 Shared Lane Traffic (%) Lane Group Flow (vph)443043500196 Sign ControlStopFreeFree Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 57.0%ICU Level of Service B Analysis Period (min) 15 Hanscom Field 12:00 pm 11/13/2012 2030 PM PeakSynchro 7 - Report FinkPage 12 HCM Unsignalized Intersection Capacity Analysis2030 PM Peak 9/23/2013 10: Virginia Rd & Old Bedford Rd MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)1472352027727144 Sign ControlStopFreeFree Grade0%0%0% Peak Hour Factor0.850.870.720.500.750.90 Hourly flow rate (vph)17327028115436160 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median typeNoneNone Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume590358435 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol590358435 tC, single (s)6.46.24.1 tC, 2 stage (s) tF (s)3.53.32.2 p0 queue free %626197 cM capacity (veh/h)4576911136 Direction, Lane #WB 1NB 1SB 1 Volume Total443435196 Volume Left173036 Volume Right2701540 cSH57617001136 Volume to Capacity0.770.260.03 Queue Length 95th (ft)17602 Control Delay (s)29.00.01.8 Lane LOSDA Approach Delay (s)29.00.01.8 Approach LOSD Intersection Summary Average Delay 12.3 Intersection Capacity Utilization 57.0%ICU Level of Service B Analysis Period (min)15 Hanscom Field 12:00 pm 11/13/2012 2030 PM PeakSynchro 7 - Report FinkPage 13 Appendix C-10 SYNCHRO Peak Roundabout Analysis: 2030 Build ﻮﮭوﻮ 9■ō╜ʼn◘■▓ś■ĊĂ▄ {ĊĂĊĵℓ Ă■ŕ t▄Ă■■╜■┼ wś♫◘ʼnĊ /?يوﻵ HCM 2010 Roundabout2030 AM Peak 10/21/2013 5: Hanscom Dr SB/Hanscom Dr & Old Bedford Rd Intersection Intersection Delay, s/veh11.4 Intersection LOSB ApproachEBWBNBSB Entry Lanes2211 Conflicting Circle Lanes1111 Adj Approach Flow, veh/h42239461121 Demand Flow Rate, veh/h42539461134 Vehicles Circulating, veh/h124588436218 Vehicles Exiting, veh/h218309113409 Follow-Up Headway, s3.1863.1863.1863.186 Ped Vol Crossing Leg, #/h0000 Ped Cap Adj1.0001.0001.0001.000 Approach Delay, s/veh8.46.416.15.7 Approach LOSAACA LaneLeftBypassLeftRightLeftLeftBypass Designated MovesLTRLTRLTLTR Assumed MovesLTRLTRLTLTR RT ChannelizedYieldYield Lane Util1.0000.9490.0511.0001.000 Critical Headway, s5.1935.1935.1935.1935.193 Entry Flow, veh/h425037246112410 Cap Entry Lane, veh/h9981009628628731909909 Entry HV Adj Factor0.9930.9801.0001.0001.0000.8951.000 Flow Entry, veh/h422037246111110 Cap Entry, veh/h991989628628731813909 V/C Ratio0.4260.0000.0590.0030.6310.1360.011 Control Delay, s/veh8.43.66.45.816.15.84.1 LOSAAAACAA 95th %tile Queue, veh2000500 Hanscom Field 12:00 pm 11/13/2012 2030 AM PeakSynchro 7 - Report FinkPage 1 HCM 2010 Roundabout2030 PM Peak 10/21/2013 5: Hanscom Dr SB/Hanscom Dr & Old Bedford Rd Intersection Intersection Delay, s/veh7.6 Intersection LOSA ApproachEBWBNBSB Entry Lanes2211 Conflicting Circle Lanes1111 Adj Approach Flow, veh/h51336233273 Demand Flow Rate, veh/h51336233283 Vehicles Circulating, veh/h26125860438 Vehicles Exiting, veh/h43835252156 Follow-Up Headway, s3.1863.1863.1863.186 Ped Vol Crossing Leg, #/h0000 Ped Cap Adj1.0001.0001.0001.000 Approach Delay, s/veh4.78.15.49.4 Approach LOSAAAA LaneLeftBypassLeftRightLeftLeftBypass Designated MovesLTRLTRLTLTR Assumed MovesLTRLTRLTLTR RT ChannelizedYieldYield Lane Util1.0000.9520.0481.0001.000 Critical Headway, s5.1935.1935.1935.1935.193 Entry Flow, veh/h5103201623326122 Cap Entry Lane, veh/h8708788738731064729729 Entry HV Adj Factor1.0001.0001.0001.0001.0000.9631.000 Flow Entry, veh/h5103201623325122 Cap Entry, veh/h8708788738731064702729 V/C Ratio0.0590.0000.3670.0180.2190.3580.030 Control Delay, s/veh4.74.18.34.35.49.75.2 LOSAAAAAAA 95th %tile Queue, veh0020120 Hanscom Field 12:00 pm 11/13/2012 2030 PM PeakSynchro 7 - Report FinkPage 1 Appendix C-11 2006-2010 MassDOT Crash Worksheets ﻮﮭوﻮ 9■ō╜ʼn◘■▓ś■ĊĂ▄ {ĊĂĊĵℓ Ă■ŕ t▄Ă■■╜■┼ wś♫◘ʼnĊ /?يﻮﻮ INTERSECTION CRASH RATE WORKSHEET CITY/TOWN : LincolnCOUNT DATE : DISTRICT : UNSIGNALIZED :XSIGNALIZED : ~ INTERSECTION DATA ~ MAJOR STREET :Hanscom Drive MINOR STREET(S) :Old Bedford Road Hanscom Drive INTERSECTION North DIAGRAM Vandenberg Gate (Label Approaches) PEAK HOUR VOLUMES Total Peak APPROACH : 12345 Hourly Approach DIRECTION : NBSBEBWB Volume PEAK HOURLY 1,166 13323365645 VOLUMES (AM/PM) : V INTERSECTION ADT ( ) = TOTAL DAILY " K " FACTOR : 0.10011,660 APPROACH VOLUME : AVERAGE # OF # OF TOTAL # OF CRASHES : CRASHES PER YEAR ( 0.40 25 YEARS : A ) : ( A * 1,000,000 ) CRASH RATE CALCULATION :0.09 RATE = ( V * 365 ) Comments : Project Title & Date: 2012 Environmental Status and Planning ReportC-523 INTERSECTION CRASH RATE WORKSHEET CITY/TOWN : LincolnCOUNT DATE : 2006-2010 DISTRICT : UNSIGNALIZED :XSIGNALIZED : ~ INTERSECTION DATA ~ MAJOR STREET :Hanscom Drive MINOR STREET(S) :Route 2A Hanscom Drive INTERSECTION North DIAGRAM Route 2A (Label Approaches) PEAK HOUR VOLUMES Total Peak APPROACH : 12345 Hourly Approach DIRECTION : SBEBWB Volume PEAK HOURLY 2511,0667682,085 VOLUMES (AM/PM) : V INTERSECTION ADT ( ) = TOTAL DAILY " K " FACTOR : 0.10020,850 APPROACH VOLUME : AVERAGE # OF # OF TOTAL # OF CRASHES : 175CRASHES PER YEAR ( 3.40 YEARS : A ) : ( A * 1,000,000 ) CRASH RATE CALCULATION :0.45 RATE = ( V * 365 ) Comments : Project Title & Date: 2012 Environmental Status and Planning ReportC-524 INTERSECTION CRASH RATE WORKSHEET CITY/TOWN : ConcordCOUNT DATE : 2006-2010 DISTRICT : UNSIGNALIZED :XSIGNALIZED : ~ INTERSECTION DATA ~ MAJOR STREET :Old Bedford Rd MINOR STREET(S) :Virginia Road Old Bedford Rd INTERSECTION North DIAGRAM (Label Approaches) Virginia Rd PEAK HOUR VOLUMES Total Peak APPROACH : 12345 Hourly Approach DIRECTION : SBWBNB Volume PEAK HOURLY 33152401784 VOLUMES (AM/PM) : V INTERSECTION ADT ( ) = TOTAL DAILY " K " FACTOR : 0.1007,840 APPROACH VOLUME : AVERAGE # OF # OF TOTAL # OF CRASHES : 25CRASHES PER YEAR ( 0.40 YEARS : A ) : ( A * 1,000,000 ) CRASH RATE CALCULATION :0.14 RATE = ( V * 365 ) Comments : Project Title & Date: 2012 Environmental Status and Planning ReportC-525 Appendix C-12 Trip Generation Estimates ﻮﮭوﻮ 9■ō╜ʼn◘■▓ś■ĊĂ▄ {ĊĂĊĵℓ Ă■ŕ t▄Ă■■╜■┼ wś♫◘ʼnĊ /?يﻮﻲ Morning Peak HourAfternoon Peak Hour 2005 ESPR Existing Trip Generation In OutTotal In Out Total General Aviation 481664304676 Commercial 5510415 Other 622183413273 TOTAL 115421577579154 2012 ESPR Existing Trip Generation In OutTotal In Out Total General Aviation 481664304676 Commercial 000000 Other 881310173845 TOTAL 136291653784121 2020 Forecast Trip Generation In OutTotal In Out Total General Aviation 481664304676 Commercial 6612516 Other 1021511784452 Museum (50%) 2252732932 TOTAL 1784222046120166 2030 Forecast Trip Generation In OutTotal In Out Total General Aviation 551873345387 Commercial 1111229211 Other 1181713595160 Museum (100%) 44105465864 Hotel 59411015856114 TOTAL 28797385116220336 2012 Environmental Status and Planning Report C-527