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HomeMy WebLinkAboutT-2692E6# TOP OF ¢ GIRDER O O 00 00 08 - I �-OEU STRAND (MAY BE ADJUSTED M TO EITHER SIDE OF 'WED) STRAND PATTERN AT GIRDER END HARPED STRAND LOCATION SEQUENCE SHALL BE AS SHOWN (1), (2) ETC. ¢ BEAKINS RECESS I 6 ­- STRAND PATTERN AT q STRAND STRAICsHT STRAND LOCATION SEQUENCE SHALL BE AS SHOWN (1), (2) ETC. L. CHAMFER ON BEARIN G NiOYH 2" - vEE� FLANGE FOR SKEWS ( TIERS ] d S SEARING GREATER THAN ]5° '� --LrI OEYNLS" 51,EET I II II II II II II II ' II / II I II II I II FAKN W "EXPANDED POLYSTYRENE RECESS FOR SKEWS GREATER THAN I5 °- 1 1 It _-_.IL. II _ll_ ?4" CHAMFER ON , II II II WEB FOR SKEWS , 11 II II GREATER THAN 15 °J It II II W EKPANPEO POLYSTYRENE 1 1 f FOR SKEWS GREATER THAN 15'- /fl 'P {EYEL (AFTER LEVEL (AFTER / LASTfNO 5LA5) 6H51ME 31A2)- GIRDER SLOPE END OF PRE5TRF55E CONCRETE GIRDE a SAWTOOTH DETAILS SAV/YEETH ARE FULL WIDTH - USE SAWTOOTH KEYS FROM BOTTOM OF OOTTOM FLANGE TO OOTTOM OF LOWEST HARPED STRAND AS WELL A5 TOP FLANGE AOJAOENT TO HARPEP STRANDS AD SHOWN IN VIEW B - WF 586 Gi NlER DETAILS (1 OF 3) II II II I E tlE ¢ DE RECESS ESS RECCESS ESS PLAN - GEARING RECESS AND BOTTOM FLANGE SPALL PROTECTION DETAIL GIRDER SCHEDULE AHEAD 0.4 3TATiONING ¢ DEAKINS ¢ BEARING GIRDER PLAN NOTED U AND LT ARE SHIPPING SUPPORT LOCATIONS AT LEAVING AND TRAILING ENDS, RFSPFCTWELY. TRANSVERSE REINFORCING SKEWED ENDS ONLY TRANSVERSE RFINE SHOWN DIMENSION "A" AT OEARIN65 = 12 1/Y SASSO ON GIROER DEFLECTION - 0' AT TIME L'F CLAD PLACEMENT (120 DAYS) MIN CONC. COMPRESSIVE 5TKENGTH HARPED 5TRAirMT TEMPORARY LOCATION OF CG. STRAN95 N N t t C __L iT 91 Bp PI Pp NGTH og z (DEG) (DPA.) IRDER NO OF JACKING N0. OF JACKING NO. OF JACKING E) J71 �y STRANDS FORCE STRANDS 'ORCF STRANDS FORCE £ Fd Fb Fa `A t- K6 (KIPS (KIPS) (KIPS) C u A. 1 A A 0 4' -d' 12' -1' 12' -tl' &3.5 65.5 I' -10 " 6.0 7.0 15 559 30 1315 2 8D 2 ]1B" 3 3/r 3" tO 1/2° 1 v(5" 3 IJ2" 3 T;B" I B A p F -0" 12' -p• 12, -0'• 93.5 6v.6 1' -Id'- /8" 6.0 ZO 15 659 3G i$18 2 BD 2 ] / &' S 5/0" B" ifi i/2' f 9/9" 3 1/2" 4'" - 1 L A P 4'-d' 12'-G" 12' -6' 9.9.5 85.6 1' -IJ` -- 14" D.O T.O 18 853 SC 1319 2 BB 2 ]lff' S S(D" 3" 10 1/2' Y' 3110 4" ] 0 A p 4' -G" 12' -0" 12` -a 93.5 E5.6 P -1d - 10" 6.5 6.0 17 ]4] 36 ISB2 P. 00 3 310" 3 7QH 9 if 112" 2 OZ. 4 V2" 5" - 2 A. D A 4' -0" !2' -0" 12'-OF T3.2 DS 4 V -10P 1 B.8 08 ]D T9] 30 15]P 2 BD 9 ill' 4" 5' P -ti' 2 WE' 4 51AP 5 1f4" 2 0 p A 4' -G" IT' -G" i ?' -d' 45.2 D64 - p.iG" 123' - 1! fJF" B.4 %.0 10 'IO3 3E 1502 2 D6 3 3HO 3 314' 3" 1° 2 31B' 4 Il4" 4 .914" 2 L U A 9' -0" 12' -0" 12' -0` 4A2 86.4 I' -tO° 122' 2 5/B' D/r 3.8 16 ]03 ifi 15BY 2 BD 3 3 /D" 3 314" 5' 11" 2 I(i' 4 1/4 "' 4 Sfk" 2 9 D A 9' -G' 12' -0' 12' -G" T3.2 BU.9 - I' -10" 120' - F" B.4 ]B 18 TOb 56 15D2 2 AB 3 31&' 3 3/4" 3" iP 2114, 4 1 /4"" 4 314" MO. wi 1-5 TO SIR 169 STAGE 2 -WIDENING AND SR 515 INTERCHAN13E I