The URL can be used to link to this page

Home My WebLink AboutFile9063 HWY 0082Top of 22' Bituminous Concrete Pavement Driven - 17 / /8 4 3" (01Z. 1.10. 12.88) 1i�/32� _ �_.Martufgctured _ 1132 Ls' 7x4xVz GOMr-E,,Y7I0U 6EAL 4 a -e- tiTA`i-If`I-REALE 7/8" 9/32" / 4- e a. a _�.. 50(LM Foie Vf-141 OMLI� -1-- CO Headed Anchor Studs, L# Co @ R (Addif Reba sa'O, to"Long, 12"O. C. (Typ,) e/ to Long/I` Reinf (Typ,)' (Fr-09:VEGK eeiu . oiEE s51.4 -C. Vi -4) Lu 318 x g 8or 4`-0"L Alt. Eo. 4t Side of LS, 4' 3"C to C_ of BarlTyp,) SECTION A -A v DETAIL OVER PiERS �ocmo Zo IL 15h! T9IA.15OLTS 6EE 2IVET iZEt'LA CA ME.tJT No -re -W S SCALE: I%2 = I'- 0" (BIZIDCOE's 12.8$2 t0 i�1) 1545" -Irit 154' f:%4,55 ?L 2 9 ")1 ± rL4 BASE P06 T B A5 E --r�fes5 11 11%4 YYPE 71L(A415) 6A6E 13/4` 6AGsE ( ) T-fP>= 2 (A) r r� W, je7P, 13A6E gAhE I M0. connection shall be selected for replacement. 27 Rivets (Category 8) with dimensions of both heads meetM9 ND-fG5 or surpassing each of minimum requirements shown n ti1ZE head, shall be replaced. l I A) '4l4X IDNKY, �IEVEiZ 'A" G.91 I -SOLID =(0) &11Z17E12 "Q4 of both heads each of the minimum requirements IL A 3/WX-l'kIL-& &I1r7r-V1An 11 ,15,11 '7.64 60L)17 See Note 5 T- �A) 3/4"X10 4 X I'-U'l2" 50Lt1� h Ircr�EiZ fD.Sr! mr ,,!4 z, 1Oouv a'1X 0;014L' x Lsi�9EfC °q" r(A) I'-o%2"v �12DE� Ll. HoL): mew BOLT VIA. 50LT6 45EE >Z1VET i r=FLA(.EMr-IQ-T 1,10 -re -00 Of Girder PLAN POST BASE CONNECTIONS TO EXISTING GIRDER FLANGES. (BRIDGES 6.91,7.64 & 10.85 ) SCALE:1V2= I,-0" R,' CONDITION A - NEW RIVET �\�, ,\" Ou,lline of New Driven Head See Note 5 / /a Outline of Exist Head I /110 hr = Hei hf of elvel Head v v i CONDITION C MINIMUM CONDITIONALLY ACCEPTABLE 7/8"0 RIVETS I" � RIVETS Q� R11/ET REPLACEMENT CRITERIA FULL SCALE I- Delerioroled rivals shall be replaced with high strength e) When selecting rivets for replacement to meet alive bolts in accordance with the following guidelines. I SHEET connection shall be selected for replacement. 27 Rivets (Category 8) with dimensions of both heads meetM9 or surpassing each of minimum requirements shown U) for Condition B may be left in p/oce subject to conditions head, shall be replaced. l MASS. CONDITION B MINIMUM UNCONDITIONALLY ACCEPTABLE 3- Rivets (Category C) not meeting the requirements of 4C Condition. 8,buthoving dimensions which meet or surpass head projecting beyond the shank where such loss reduces the: sect/on below the limits shown -for Condition B. of both heads each of the minimum requirements shown for Condition C may be left In place subject to the Oufline of New Driven Hood following conditions : 6.- Were crevice or interface corrasion .between connected parts See Note 5 offer cleaning between the parts regardless of the o) There is no prying action from apph'ed stress or condition of the rivets. crevice corrosion (See Note 6) which tends to separate l Outline of are minimum requirements for both' driven and manufa - / Exist. Head to the center of the rival. The minimum diameter applies c) Rivets may be left in place to the extent that their to that direction in which It is the smallest. /110 hr = Hei hf of elvel Head v v i CONDITION C MINIMUM CONDITIONALLY ACCEPTABLE 7/8"0 RIVETS I" � RIVETS Q� R11/ET REPLACEMENT CRITERIA FULL SCALE I- Delerioroled rivals shall be replaced with high strength e) When selecting rivets for replacement to meet alive bolts in accordance with the following guidelines. pereentags requlraments, the worst rivals /n any group or SHEET connection shall be selected for replacement. 27 Rivets (Category 8) with dimensions of both heads meetM9 or surpassing each of minimum requirements shown 4.- Rivets (CategoryD)notln¢ating requirements of Condition Cat either for Condition B may be left in p/oce subject to conditions head, shall be replaced. described in Notes 5arid 6. MASS. 5- Replacement will also be required for any rivet exhibifin9 addi- 3- Rivets (Category C) not meeting the requirements of banal loss in the form of pits or gouges at the edge of either Condition. 8,buthoving dimensions which meet or surpass head projecting beyond the shank where such loss reduces the: sect/on below the limits shown -for Condition B. of both heads each of the minimum requirements shown for Condition C may be left In place subject to the following conditions : 6.- Were crevice or interface corrasion .between connected parts is present, the rivets adjacent to that area shall be replaced offer cleaning between the parts regardless of the o) There is no prying action from apph'ed stress or condition of the rivets. crevice corrosion (See Note 6) which tends to separate the corrected parts. 7.- Dimensions shown on these sketches for Conditions Band C are minimum requirements for both' driven and manufa - bl Rivet heads do not hove,additional losses describedin Note 6. cturad heads, The minimum height of hood is measured to the center of the rival. The minimum diameter applies c) Rivets may be left in place to the extent that their to that direction in which It is the smallest. number does not exceed 20% of connection rivets in any one connection or 50 % of stitch rivets in any one portion S.- Heavy hexogonol, structural high strength bolts, nuts and of a member. hardened washers complying with ASTM 325,sha/l be used for replacement of deteriorated rivets. d) Where the above percentages are exceeded, the number of rivets over the prescribed percentage shall be replaced with high strength bolts. Dri_v-c h T Head GENERAL NOTES "In accordance with the 1983 Specifr'cahons of the Americon Association of State Highway and Transportation Offlciols with current interim Specifications through 1986 for 1-12O-44 loading." 0: -BRIDGE R,41LIAIG : See Deporlment Standard Plans, doted October 1978 for details of 8r/d e C'ai/r'nq Type AL -3. T Cr'ILAL E>CGEPT A-, 5� 1bWK3 TNi i 5NAsjf '. 3- SCALES: "Scales noted on the Plans, ore not Applicable to reduced size Prin>`s. Divide by 2 for SiZE Orinfs(//`xl8')': 4.- REIAIF0RCEMEAJT ,Reinforcing Steel shall conform to the regairments of ASTM designation 4615 Grade 60,411 44 Bars sholl be lapped 20" and a// ''5 Bars shall be lapped 26". For hor/zon&I Bars with 12"or more of Concrete below the Bar, the lop lengths shoH be 29" for 44 Bars and 36" for 06 Bars. If the above 8ors are spaced 6"or more on center, the lop length shall be 80% of the lop length given above. 411 other Bars shall be lapped as shown on the Pans. All Reinforcing Steel shall be Epoxy coated. 5.-STAAJDARD P,C'OTECTIVE SCREEM: For details of Protective Screen, see Deportment Standard Plans dated January 1975, revised OG70f3E2 3 /978(11iPE -L) i� FLAI ,, DA -CED AL16LI6T S, gn Iat138C-r-1/05 II.)- SE£ nlotE iS, 6- DIMENSIONS : All Dimensions and Details shown for the existing Structures, shall be checKedin the field bythe Controctor: 7.- ST2UCTURAL STEEL.: METHOD OF CONSTRUCTION Rivets shall be removed by one of the following methods: l.- Shear rivet head using a pneumatic rivet breaker (HELLD06) and drive out rivet shank with a pneumatic punch. 2.- Flame out rival head of %s" above the base meta/ using a rival scarfing tlp and drive out shank using a pneumatic punch. If, in the opinion of the Engineer, rival shanks cannot be removed by punching without damaging the base metal, the rivet shank shall be removed by drilling. Remove only one rivet at a time from any one rnernber and replace It with o high strength bolt, unless authorized by the Engineer. The replacement bolts shall be properly tensioned prior to the removal of a subsequent rivet. All Structural Steel shall conform to the requirements of ASTM designation A3la, except as noted. Preporafion and assembly of Materials for welding, shall conform to the AWS Structural We/dMq Code AWS D1-1-80 as amended by the /98/ AASHTO Standard S'pecificatlons For Welding of Structural Steel Highway Bridges olid current A,4SHTO.Fnterirn Specifications throuc)h 11933. 8- COA1CRE'TE MIXES: (/) (2) (3) Class D Denotes 4,000 - 3/4 - G/O (/) 28 Day Compressive Strength (P. S.1. ) (2) Maximum Aggregate Size (inches) (3) Cement Content (Lbs. Per Cu. Yd.) DETAILS AND GENERAL NOTES PUB RD. STATE FED. AID PROD. NO. FISCAL SHEET TOTAL DIY. NO. YEAR NO. SHEETS 1 MASS. 19 82 95 lD.- FXlST/NG ST,PUCTU�2AL STEEL: All existing Structural Steel members shall be blast cleaned and painted. Cleaning and pairnting shall conform to relevant provl'sions of Sect/on q 960 of MDPW "Standard Specifications For Highways and 8r1d9es°doted 1973 and"Supplementa/ Specifications" doted June 19, 1985.We/ding of ex/sting Steel rs,oermitted only on Bridge No. 12,88 STRUCTURAL T/MSER: All existing Timber Members shall be given preservative treatment with brush applied Coupr/nol r8 eoafs) Contractor shall prolvidP an access for the Engineer to 1ns1oect a// Timbers that are to remain after 7ies (Floor Beams) are removed. Damaged Timber Beams shall be removed and replaced as directed by the Eng/neer. A//new Timbers shall be Southern Yellow Pine with allowable Extreme Fiber in Bending FA =1360 PS.1. and allowable . Hor_/zontal Shear Fv = 110 P. 5.1..,911 new Timbers shall be 91ven pressure preservative Treatment. ALL TIMBER HAIZDWAfZE SHALL BE &ALVAMVIE7 12-COAICRETE AND P,4RAFFIiV JOIAITS: 411 Concrete Construction above Slab shall be poured in alternate sections and shall have a caring period ofnot less than 3 Days btotween pours. End of bars to be 2"cleor of f,rponsion or Paraffin Joints. Joints to be square to face of Coping or Carb. A mortared Joint in the Curb shall be placed at each Paraffin Joirrf. 13.-CLEA1\1IAJG AA/D REPOIATTING: ALL P4EA1Z106 AZSAh 6HALL SE cC)WIIV LETEL.`( GLEAQF=T> OF ALL DESIZ16. FA( -ES of 6%ANITE SLOc.�< ik5u-VmE.iJTh 6HALL Parr Rf.?,0I r r-9 WI -TN lafLOU-f WIAEIZE tZaQ0I2E12 `ro A MIIJIMUM DEPTH OF: q iNG1.1. 14: PECORD DRAtMiAIGS: For Or>'glnal Construe tion Drawings of Exist/ng Bridges, see Specipica-fions, 17oem /l4, DeMoli-bon. 15.-P66T BASE C0KJ .lEG'T)0K 5: (BiZIDLsE4i i.10. 6.")1 ,-7.64 IO. 85A IS. 56 OWL`t'). Ad( -"or- UoL.-Te2 X0e -CNE fLAtUM& Alan PP-C� TGC -"TINE �7(XE.e .a SHALL 13E Ih.45TAL.Lr- 7 iN EX1hTiNGs 17tVE-T HOLES. iZ1VGTGi FAT-rEZ l SHALL 8g- VE21F1t=17 1t.1 F1E1-0 1�0'i COKITZAG?o2 50C EACH & 1ZfDE2. -7/6" T7iA. HOLES .S4ALL PE UhE0 FoQ 3/4-1117IA. 8r ->L -r5 ANt2 ,3/411171A. HOLEZ SHALL 93E Li-7Ei2 502 r,/S" OOLTrr. IQ- FLAGE t=OV-M5 (A) FORM EN74 164A,LL aG. UZIM?EP LL.04iE1? IQ A TA?arZ9V MAKWEiZ. tiE1--"A2.A-fE END LLOSER- FIELES kIILL KJOT 0E ALLOWED. (5) SUPFORT AQ&LE4 SHALL 5E PLA( -EV IQ -rW9\ L.E& ,1 t2n I, J Q P0 -g5 MoKx I.t.IHMS U.IA nab L EIS L. ? ?Oh111Or i 14 iJEC..EgihACZK, -THE u?Psa Mo7o7 n02-CioQ OF - Re AI &Us SHALL Nb -17 PrzoSe T MOiZE -rHAna DKIE (I) IMLH AEovd -n46 FLAW6& OiL cc\Ii Z ?LWTGf . -T146 COt.1-CTLA�GTO{Z 6HALL AA, -4a AN A�iZ T MISK T' OF RNG1-05 OF VAIZicUe7 51Z.Etj AN4AILAOLe. OQ -rA 15iT6 TO coKi5'6mm -To -TIAi5 TZeQL11(ZEMr-UT. (G) ALL MAIQ STEEL im"r-o-(-eNsu-T IQ THE. LOV IEZ MA -T SHALL 5E e-EMTeQV OVEiZ -f4E vALLEK o>' -TAP- Si,P VMM. MINUTEMAN BIKEWAY ISSUED FOR CONSTRUCTION DATE DESCRIPTION, USE ONLY, PRINTS OF LATEST DATE SHEET B-2 OF 15 SHEETS