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®BOLTON <br />& MENK <br />ENGINEER SIGNATURE P <br />RDADWAY SLASH <br />3" <br />SDIDIE AND SDDDSE ©5 kHEDGEFOFANG <br />PERMISSIBLE CONSTRUCTION JOINT © P L <br />2-SD903E <br />SOGOGE <br />2-5D304 <br />9 P PRESTR <br />FOR ESSED CONCE ECBEAM <br />TAILS <br />THR <br />ED <br />SHAPE PCB SMW DR MN <br />HAPE PCB <br />L = DISTANCE ALONG CE OF DIAPHRAGM <br />PART TRANSVERSE SECTION <br />PLACE ADDITIONAL SOGOGE AT D <br />OF BEAM AS SHOWN PER NOTE°5 ITYP.1 <br />TAT INTERIOR BEAMS <br />REMOVED NOTE 3 <br />BAR LENGTHS FOR 7" REMOVED NOTE 4 & 5 AND NON -APPLICABLE DETAILS BILL OF REINFORCEMENTON SUPERSTRUCTURE DETAILS AND REINFORCEMENT SHEETS <br />END DIAPHRAGM <br />ALONG FL BEA <br />P RMISSIBLE CONSTRUCTION JOINT <br />1 <br />TOP OF BEAM A'o <br />THREADED RODS,SEE <br />BEAM DETAIL SHEETS <br />SDPOGE OR SDGOGE <br />SDTOaE <br />SECTION A -A <br />IM SHAPE PCB SHOWN) <br />✓Vo^ <br />,ARD BRIDGE ENG <br />2" MIN ALONG WEB FACE <br />2 CLR. ITVP.I <br />NOTES: <br />SEE SHEET TO FOR BILL OF REINFORCEMENT <br />CONCRETE FOR END DIAPHRAGMS SHALL BE THE SAME <br />MIX AS USED M DEC, <br />DUANTITIES FOR END DIAPHRAGM CONCRETE AND <br />REINFORCEMENT SHOWN ON HIS DETAIL SHALL BE <br />LISTED IN SUPERSTRUCTURE QUANTITIES. <br />THREADED Roos ARE INCIDENTAL TO PRESTRESSED <br />OUSE OF NFOR EXPANSION CONSTRUCTION CLEARANCE DEVICE.WHEN CONSTRUCTIONJOINT <br />IS USED AT THIS LOCATION,DTAPHRAGM FALSEWORK <br />SHALL REMAIN INPLACE UNTIL COMPLETION OF SLAB <br />CURING PERIOD. <br />0 PERPENDICULAR TO CENTERLINE OF DIAPHRAGM. <br />Os ADD SD007E AND SE.GOGE ONLY IF NO.OF BARS <br />AND LENGTHS ARE INCLUDED BILL OF <br />REINFORCEMENT.SPACE N SPACE SDGOBEAT IAA" MAX.FOR <br />ENTIRE LENGTH OF FER TO "PART <br />TRANSVERSE SECTION" ABOVE. <br />STATE OF MINNESOTA <br />DEPARTMENT OF TRANSPORTATION <br />CONCRETE END DIAPHRAGM <br />WARAPET ABUTMENT, <br />B-DETAILS <br />REVISED DET AIL ND. <br />04-13-2013 <br />IIQ 0E-2013 <br />8814 <br />MODIFIED <br />PPS.A.P.199-010 -012 IRIDGE NO. <br />ISHEET N0. 90 OF 99 SHEETS 02053 <br />