BD-PS1E 3'-11" 3'-11" 1'-6" 2" (TYP.) (TYP.) 4" 1'-6" 2" 3'-11" 1 (TYP.) (TYP.) 4" 1'-6" 2" 3'-11" 1 (TYP.) (TYP.) 4" 1'-6" 2" 2" 3'-11" 1 (TYP.) (TYP.) 4" 1'-6" 2" 2" 3'-11" 1 (TYP.) (TYP.) 4" 1'-6" 2" 2" 7" 1 (TYP.) (TYP.) 4" 2" 7" 4'-8" 1 7" 6'-7" 4'-0" 2" 7" 3'-4" 7" 5'-11" 5'-3" 7" 2'-8" 2" 2'-0" 4'-7" 1'-4" 3 3 3 3 3 3 3'-11" 3'-3" 9" 9" 9" 9" 9" 9" 3" 3" 3" 3" 3" 3" 9" 3 " C 9" 3 " C 9" 3 " C 9" 3 " C 9" 3 " C 9" 3 " C (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" PCEFv-v39 PCEFv-v47 PCEFv-v55 PCEFv-v63 PCEFv-v71 PCEFv-v79 3'-6" 1'-1" 4" 3'-6" (TYP.) (TYP.) 5" 1'-1" 4" 3" 1'-8" (TYP.) (TYP.) 5" 3" 6" (TYP.) 1'-4" 4" 4" 7" 1'-0" 8" 4" 8" 4 6" 1'-0" 3" (TYP.) 6" 8" 3'-6" 3" 3" (TYP.) 4" 6'-0" 8" 2'-9" 3" 7" 5'-3" 4'-6" 6" 1'-11" 1'-7" 6" 3'-9" 1'-3" 11" 3'-0" 10" 9" 10" 2'-4" 8" 8" 8" 6" 5" 7 6" 5" 7" 10" (TYP.) 5" (TYP.) 6" (TYP.) 7" 9" (TYP.) " C 10" (TYP.) " C " C " C " C " C (TYP.) (TYP.) 1'-4" 1'-10" 2'-2" (TYP.) 2'-4" 2'-4" (TYP.) 1'-6" (TYP.) (TYP.) TYPE I BEAM TYPE II BEAM TYPE III BEAM TYPE IV BEAM TYPE V BEAM TYPE VI BEAM CONSULT THE NYSDOT BRIDGE MANUAL FOR GUIDANCE REGARDING THE USE OF PCEF BULB TEE OR AASHTO I-BEAMS PCEF BULB TEE BEAM PROPERTIES I BEAM PROPERTIES NOTE: DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL BEAM WEIGHT AREA DISTANCE FROM MOMENT OF BEAM WEIGHT AREA DISTANCE FROM MOMENT OF OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN 2 4 2 4 TYPE (k/ft.) (in. ) C.G. TO BOTTOM (in.) INERTIA Ix (in. ) TYPE (k/ft.) (in. ) C.G. TO BOTTOM (in.) INERTIA Ix (in. ) PROPORTIONAL AND ARE FULLY DIMENSIONED. PCEFv-v39 0.787 755 18.77 148321 I 0.288 276 12.59 22750 PCEFv-v47 0.845 811 22.39 239351 II 0.384 369 15.83 50980 ISSUED STATE OF NEW YORK 1/18/08 DEPARTMENT OF TRANSPORTATION PCEFv-v55 0.903 867 26.05 356133 III 0.583 560 20.27 125390 OFFICE OF STRUCTURES REVISED 500495 789 24.73 PCEFv-v63 0.962 923 29.76 VI 0.822 260730 PRESTRESSED CONCRETE 1.020 674259 1.055 1013 31.96 521180 AASHTO I-BEAM & PCEF PCEFv-v71 979 33.50 V TYPICAL SECTIONS PCEFv-v79 1.078 1035 37.26 879241 VI 1.130 1085 36.38 733320 APPROVED: ORIGINAL SIGNED BY ISSUED UNDER EB 08-001 GEORGE A. CHRISTIAN, P.E. EFFECTIVE WITH THE DEPUTY CHIEF ENGINEER LETTING OF 9/04/08 (STRUCTURES) BD-PS2E PAY LIMITS OF LONGITUDINAL SAWCUT GROOVING SHOULDER LANE(S) LANE(S) SHOULDER STATION LINE CLASS HP FOR PROTECTIVE SEALER SUPERSTRUCTURE SLAB TGL ON TOP SURFACE SEE DRIP 9 SLOPE SLOPE GROOVE DETAIL (TYP.) c OF MECHANICAL CONNECTORS #7(E OR G) (TYPICAL AT FASCIAS) (TYP.) #6(E OR G) D2 D1 D2 D1 D2 D1 STEEL STEEL C.I.P. C.I.P. PRECAST INTERMEDIATE DIAPRAGM G4 END DIAPRAGM PRECAST END DIAPHRAGM G3 G5 INTERMEDIATE DIAPRAGM G1 INTERMEDIATE DIAPRAGM G2 G6 END DIAPHRAGM G7 2'-8 (MIN.) NORMAL BEAM SPACING 2'-8 (MIN.) 4'-0" (MAX.) 4'-0" (MAX.) PAY LIMIT FOR SLAB ITEM PCEF TRANSVERSE SECTION PAY LIMITS OF LONGITUDINAL SAWCUT GROOVING SHOULDER LANE(S) LANE(S) SHOULDER STATION LINE CLASS HP FOR PROTECTIVE SEALER SUPERSTRUCTURE SLAB TGL ON TOP SURFACE SEE DRIP 9 GROOVE SLOPE SLOPE DETAIL #6(E OR G) (TYP.) #7(E OR G) (TYP.) D2 D1 D2 D1 D2 D1 STEEL STEEL C.I.P. C.I.P. PRECAST INTERMEDIATE DIAPRAGM G4 END DIAPRAGM PRECAST END DIAPHRAGM G3 G5 INTERMEDIATE DIAPRAGM G1 INTERMEDIATE DIAPRAGM G2 G6 END DIAPHRAGM G7 4'-0" (MAX.) NORMAL BEAM SPACING 4'-0" (MAX.) PAY LIMIT FOR SLAB ITEM AASHTO I-BEAM TRANSVERSE SECTION BARRIER IS SHOWN FOR SCHEMATIC PURPOSES ONLY. BRIDGE RAILING TYPE SHALL BE DETERMINED BASED UPON SITE CONDITIONS. IF THE HIGH POINT OF THE SLAB IS OFFSET FROM THE STATION LINE, THE HORIZONTAL DISTANCE MUST BE INDICATED AND THE SECTION LABELED "LOOKING UP STATION". NOTES: THE CONTRACTOR MAY ELECT TO USE STEEL, PRECAST, OR FASCIA LINE SEE APPROPRIATE BD-SS SHEETS FOR JOINTLESS DETAILS AT ABUTMENTS. CAST-IN-PLACE DIAPHRAGMS. ALL REINFORCEMENT TO BE VERIFIED BY DESIGNER. DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL 2" FOR DECK SLAB REINFORCEMENT, SEE BD-SS SHEETS. OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN PROPORTIONAL AND ARE FULLY DIMENSIONED. THE DESIGNER SHALL PROVIDE DETAILS FOR THE THREE DIAPHRAGM OPTIONS ON THE CONTRACT 1" PLANS EXCEPT FOR INTEGRAL ABUTMENTS FOR WHICH ONLY THE STEEL DIAPHRAGM OPTION SHALL CHAMFER ISSUED STATE OF NEW YORK BE DETAILED. 1/18/08 2" 2" 2" DEPARTMENT OF TRANSPORTATION THE END DIAPHRAGMS ARE DETAILED FOR BRIDGES WITH JOINTS. FOR JOINTLESS BRIDGES, AN OFFICE OF STRUCTURES REVISED NOTE: INTERMEDIATE DIAPHRAGM SHALL BE DETAILED ALONG THE CENTERLINE OF BEARINGS. DRIP GROOVE TO END 3'-0" FROM IF THE PRECAST DIAPHRAGM OPTION IS SELECTED IN CONJUNCTION WITH A BEAM LESS THAN OR PRESTRESSED CONCRETE FACES OF ABUTMENTS OR PIERS WITH EQUAL TO 3'-3" DEEP, STRAIGHT BARS WITH ADDITIONAL EMBEDMENT MAY BE USED IN LIEU OF DRIP GROOVE DETAIL A 90^ TURN TOWARD FASCIA. GROOVE HOOKED BARS. SPREAD BEAMS-TRANSVERSE CONTINUES TO INTERSECTION WITH SECTION AND DIAPHRAGMS THE CHAMFER. FOR PRECAST DIAPHRAGM DETAILS, SEE BD-PS4E. APPROVED: FOR C.I.P. DIAPHRAGM DETAILS, SEE BD-PS5E. ORIGINAL SIGNED BY ISSUED UNDER EB 08-001 GEORGE A. CHRISTIAN, P.E. EFFECTIVE WITH THE FOR STEEL DIAPHRAGM DETAILS, SEE BD-PS6E. DEPUTY CHIEF ENGINEER LETTING OF 9/04/08 (STRUCTURES) BD-PS3E c TO c OF BEARINGS c TO c OF BEARINGS c TO c OF BEARINGS DIAPHRAGM SPACING DIAPHRAGM SPACING DIAPHRAGM SPACING DIAPHRAGM SPACING DIAPHRAGM SPACING DIAPHRAGM SPACING G1 G1 G7 DETAIL "I" D1 D1 D1 D2 D2 D2 D2 G2 G2 G8 SKEW ANGLE AZIMUTH (TYP.) SKEW ANGLE c OF BRGS. DETAIL "B" (TYP.) D1 D1 D2 END ABUT. D1 D2 D2 D2 STA. c OF PIER c OF BRGS. G3 G3 G9 BEG. ABUT. STA. STA. c OF BRGS. STATION LINE STATION LINE AZIMUTH AZIMUTH STA. D1 D2 D1 D2 D2 D2 D1 G4 G4 G10 BEAM SPACING & WIDTH BEAM SPACING & WIDTH c OF BRGS. BEAM SPACING ALONG SKEW c OF BRGS. DETAIL "B" DETAIL "D" DETAIL "D" STA. D1 BEG. ABUT. AZIMUTH D1 D1 D2 D2 STA. D2 D2 G5 BEAM SPACING ALONG SKEW G5 G11 AZIMUTH AZIMUTH DETAIL "H" D2 D2 D2 D2 D1 D1 D1 DETAIL "A" DETAIL "C" DETAIL "A" DETAIL "C" G6 G6 G12 PLAN - SIMPLE SPAN PLAN - CONTINUOUS SPANS (SKEW 0^ TO 20^) (SKEW 0^ TO 20^) c TO c OF BEARINGS c TO c OF BEARINGS DIAPHRAGM SPACING DIAPHRAGM SPACING DIAPHRAGM SPACING DIAPHRAGM SPACING DIAPHRAGM SPACING DIAPHRAGM SPACING G1 G1 G7 D1 D2 D2 D2 SKEW ANGLE D2 D1 DETAIL "I" (TYP.) D1 G2 G2 G8 c OF BRGS. SKEW ANGLE END ABUT. (TYP.) D1 D2 AZIMUTH D2 D2 D1 D1 DETAIL "F" STA. DETAIL "F" c OF PIER D2 G3 G3 G9 STA. c OF BRGS. AZIMUTH STATION LINE STATION LINE AZIMUTH D2 D2 D1 D1 D2 STA. D2 D1 G4 BEAM SPACING ALONG SKEW G4 G10 c OF BRGS. BEAM SPACING & WIDTH c OF BRGS. D1 c OF BRGS. STA. BEAM SPACING & WIDTH D2 D2 D2 D1 D2 D1 BEG. ABUT. D2 BEG. ABUT. AZIMUTH STA. G5 STA. G5 AZIMUTH BEAM SPACING ALONG SKEW G11 AZIMUTH DETAIL "H" D2 D2 D1 D2 D2 D1 D2 D1 DETAIL "E" DETAIL "G" G6 G6 G12 DETAIL "E" DETAIL "G" PLAN - CONTINUOUS SPANS (SKEW > 20^) PLAN - SIMPLE SPAN NOTES: (SKEW > 20^) THE CONTRACTOR IS RESPONSIBLE FOR ASSURING STABILITY OF ALL BEAMS DURING ALL PHASES OF CONSTRUCTION. DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE SPACING OF DIAPHRAGMS - INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL NO INTERMEDIATE DIAPHRAGMS ON SPANS UP TO 65 ft. MIDSPAN DIAPHRAGMS FOR SPANS GREATER THAN 65 ft. AND UP TO 100 ft. OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN DIAPHRAGMS AT THE THIRD POINTS FOR SPANS GREATER THAN 100 ft. PROPORTIONAL AND ARE FULLY DIMENSIONED. THERE ARE NO DIAPHRAGMS AT THE PIER FOR BEAMS MADE CONTINUOUS FOR LIVE ISSUED STATE OF NEW YORK LOAD. FOR SIMPLE SPANS AT PIERS THE DIAPHRAGM, JOINT, BEARING, AND 1/18/08 DEPARTMENT OF TRANSPORTATION REINFORCEMENT DETAILS ARE SIMILAR TO THE ABUTMENT DETAILS. OFFICE OF STRUCTURES REVISED IF ALL AZIMUTHS OF c OF BEARINGS ARE THE SAME, SHOW ONLY ONE SKEW ANGLE PRESTRESSED CONCRETE AND ONE AZIMUTH, LABELED TYPICAL. PCEF / AASHTO I-BEAMS DESIGNER SHALL DETAIL ADDITIONAL UTILITY SUPPORTS WHERE APPLICABLE. FRAMING PLANS FOR BEAM END DETAILS, SEE BD-PS4E. APPROVED: ORIGINAL SIGNED BY ISSUED UNDER EB 08-001 FOR DETAILS "A" - "I", SEE BD-PS4E. GEORGE A. CHRISTIAN, P.E. EFFECTIVE WITH THE DEPUTY CHIEF ENGINEER LETTING OF 9/04/08 (STRUCTURES) BD-PS4E c OF BRGS.