Matched toElastomeric Bearingbridge.superstructure.bearing_system.elastomeric_bearingon “neoprene”
| The class asks for | Value | How | From |
|---|---|---|---|
| LengthLwants m/mm | 12” (BENT 1, BENT 2 BACK, BENT 3 AHEAD, BENT 4); 10” (BENT 2 AHEAD, BENT 3 BACK) in.The bearing-pad schedule directly states L for each listed bent location. | read | p12 · p12_r10 |
| WidthWwants m/mm | 16” (BENT 1, BENT 2 BACK, BENT 3 AHEAD, BENT 4); 18” (BENT 2 AHEAD, BENT 3 BACK) in.The bearing-pad schedule directly states W for each listed bent location. | read | p12 · p12_r10 |
| HeightHwants m/mm | 4” (BENT 1, BENT 2 BACK, BENT 3 AHEAD, BENT 4); 1 3/4” (BENT 2 AHEAD, BENT 3 BACK) in.The bearing-pad schedule directly states T, the pad thickness/height, for each listed bent location. | read | p12 · p12_r10 |
| Bearing CountN_brgwants count | not establishedThe schedule identifies six bent-location entries but does not state the quantity of pads at each location. The plan detail depicts one bearing pad as a representative detail and cannot establish the project bearing-pad count. | not found | |
| Rated CapacityCAPwants kN/MN | not establishedThe schedule states design loads, including DEAD LOAD + LIVE LOAD values of 118, 108, and 150 KIPS by bent location, but it does not state a rated capacity in kN or MN. Design load is not explicitly identified as bearing-pad rated capacity. | not found | |
| Material TypeMAT | 60 durometer hardness neoprene, Grade 2 or higherThe bearing-pad design notes directly specify that bearing pads shall be made of 60 durometer hardness neoprene, Grade 2 or higher. | read | p12 · p12_r04 |
Worked out by openai/gpt-5.6-terra-pro from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.
How the sheets named it
Every dimension read for it87
- 60 durometerBearing pad hardnessp12 · p12_r04
- 3”Hole diameterp12 · p12_r04
- 1/4”Bearing pad coverp12 · p12_r04
- 1 1/2°Mold draftp12 · p12_r04
- 60 durometerHardnessp12 · p12_r05
- Lbearing pad overall lengthp12 · p12_r09
- L/2bearing pad half lengthp12 · p12_r09
- L/2bearing pad half lengthp12 · p12_r09
- Wbearing pad overall widthp12 · p12_r09
- W/2bearing pad half widthp12 · p12_r09
- W/2bearing pad half widthp12 · p12_r09
- 90°-00'-00”angle, typicalp12 · p12_r09
- 16” in.Wp12 · p12_r10
- 12” in.Lp12 · p12_r10
- 4” in.Tp12 · p12_r10
- 3NUMBER OF INTERNAL PLATE(S)p12 · p12_r10
- 3/8” in.DESIGN SHEAR DEFLECTIONp12 · p12_r10
- 55 KIPSDEAD LOADp12 · p12_r10
- 63 KIPSLIVE LOAD (NO IMPACT)p12 · p12_r10
- 118 KIPSDEAD LOAD + LIVE LOADp12 · p12_r10
- 1/4” in.T1p12 · p12_r10
- 1/2” in.T2p12 · p12_r10
- 16” in.Wp12 · p12_r10
- 12” in.Lp12 · p12_r10
- 4” in.Tp12 · p12_r10
- 3NUMBER OF INTERNAL PLATE(S)p12 · p12_r10
- 0DESIGN SHEAR DEFLECTIONp12 · p12_r10
- 47 KIPSDEAD LOADp12 · p12_r10
- 61 KIPSLIVE LOAD (NO IMPACT)p12 · p12_r10
- 108 KIPSDEAD LOAD + LIVE LOADp12 · p12_r10
- -T1p12 · p12_r10
- -T2p12 · p12_r10
- 18” in.Wp12 · p12_r10
- 10” in.Lp12 · p12_r10
- 1 3/4” in.Tp12 · p12_r10
- 1NUMBER OF INTERNAL PLATE(S)p12 · p12_r10
- 0DESIGN SHEAR DEFLECTIONp12 · p12_r10
- 79 KIPSDEAD LOADp12 · p12_r10
- 71 KIPSLIVE LOAD (NO IMPACT)p12 · p12_r10
- 150 KIPSDEAD LOAD + LIVE LOADp12 · p12_r10
- -T1p12 · p12_r10
- -T2p12 · p12_r10
- 18” in.Wp12 · p12_r10
- 10” in.Lp12 · p12_r10
- 1 3/4” in.Tp12 · p12_r10
- 1NUMBER OF INTERNAL PLATE(S)p12 · p12_r10
- 1/2” in.DESIGN SHEAR DEFLECTIONp12 · p12_r10
- 79 KIPSDEAD LOADp12 · p12_r10
- 71 KIPSLIVE LOAD (NO IMPACT)p12 · p12_r10
- 150 KIPSDEAD LOAD + LIVE LOADp12 · p12_r10
- -T1p12 · p12_r10
- -T2p12 · p12_r10
- 16” in.Wp12 · p12_r10
- 12” in.Lp12 · p12_r10
- 4” in.Tp12 · p12_r10
- 3NUMBER OF INTERNAL PLATE(S)p12 · p12_r10
- 1/2” in.DESIGN SHEAR DEFLECTIONp12 · p12_r10
- 47 KIPSDEAD LOADp12 · p12_r10
- 61 KIPSLIVE LOAD (NO IMPACT)p12 · p12_r10
- 108 KIPSDEAD LOAD + LIVE LOADp12 · p12_r10
- -T1p12 · p12_r10
- -T2p12 · p12_r10
- 16” in.Wp12 · p12_r10
- 12” in.Lp12 · p12_r10
- 4” in.Tp12 · p12_r10
- 3NUMBER OF INTERNAL PLATE(S)p12 · p12_r10
- 7/8” in.DESIGN SHEAR DEFLECTIONp12 · p12_r10
- 55 KIPSDEAD LOADp12 · p12_r10
- 63 KIPSLIVE LOAD (NO IMPACT)p12 · p12_r10
- 118 KIPSDEAD LOAD + LIVE LOADp12 · p12_r10
- 1/2” in.T1p12 · p12_r10
- 1/4” in.T2p12 · p12_r10
- 1"Bearing pad vertical dimensionp12 · p12_r02
- 1”bearing pad thicknessp12 · p12_r02 section through beam showing bearing pad shim plate and dowel
- 60 durometerbearing pad hardnessp12 · p12_r04 notes of bearing pad design notes
- 3”hole diameterp12 · p12_r04 notes of bearing pad design notes
- 1/4”coverp12 · p12_r04 notes of bearing pad design notes
- 1 1/2°mold draftp12 · p12_r04 notes of bearing pad design notes
- 14.7.6Bearing pad design specification sectionp12 · p12_r05 notes of bearing pad design notes
- 18Bearing device construction specification sectionp12 · p12_r05 notes of bearing pad design notes
- LOverall bearing pad lengthp12 · p12_r09 plan of bearing pad
- L/2Half bearing pad lengthp12 · p12_r09 plan of bearing pad
- L/2Half bearing pad lengthp12 · p12_r09 plan of bearing pad
- WOverall bearing pad widthp12 · p12_r09 plan of bearing pad
- W/2Half bearing pad widthp12 · p12_r09 plan of bearing pad
- W/2Half bearing pad widthp12 · p12_r09 plan of bearing pad
- 90°-00'-00"Anglep12 · p12_r09 plan of bearing pad
Notes on the sheets that carry it
- p9SLAB REINFORCEMENT NOT SHOWN
- p9* 1" PREFORMED JOINT FILLER
- p9BEARING PADS NOT SHOWN
- p9BENT 2 SHOWN
- p9BENT 3 SIMILAR
- p9SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)
- p9ROUND TO 1/4" R
- p9REQUIRED CONST. JOINT., TYP.
- p12BEARING PAD =
- p12BEVELED SHIM PLATE
- p12BEARING
- p12BEAM
- p12B.F.P.P.R. ENDWALL
- p121. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.
- p122. 1 1/2” DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.
- p123. BEARING PADS SHALL BE MADE OF 60 DUROMETER HARDNESS NEOPRENE, GRADE 2 OR HIGHER.
- p124. 3” DIAMETER HOLE IN BEARING PADS MAY BE FORMED OR DRILLED.
- p125. BEARING PADS SHALL HAVE 1/4” COVER ON THE TOP, BOTTOM, AND SIDES AND AROUND THE HOLE.
- p126. 3/16” LOAD PLATES AND 12 GAGE INTERNAL PLATE(S) (IF REQUIRED) SHALL BE ASTM A709 GRADE 36 OR ASTM A1011 GRADE 36.
- p127. NUMBER OF INTERNAL PLATES SHOWN FOR ILLUSTRATION PURPOSES ONLY. THE NUMBER OF INTERNAL PLATE(S) SPECIFIED SHALL BE EQUALLY SPACED BETWEEN LOAD PLATES.
- p128. USE OF 1 1/2° MOLD DRAFT IS OPTIONAL.
- p129. BEVELED SHIM PLATES SHALL BE ASTM A709 GRADE 36 AND SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123.
- p122. 1½” DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.
- p123. BEARING PADS SHALL BE MADE OF 60 DUROMETER HARDNESS NEOPRENE, GRADE 2, OR HIGHER [partial; cropped].
- p12BENT 1 SHOWN
- p12BENT 4 SIMILAR
- p1290°-00'-00”, TYP.
- p123/16” SEALING RIB, ALL AROUND
- p12℄ BEARING PAD = ℄ 3” DIAMETER HOLE
- p123/16" LOAD PLATES, TOP AND BOTTOM
- p123/16" SEALING RIB, TOP AND BOTTOM
- p1212 GAGE INTERNAL PLATES
- p12℄ BEARING PAD = ℄ BEVELED SHIM PLATE
- p12B.F.P.R. → ENDWALL
- p12PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.
- p12ENDWALL NOT SHOWN
- p122. 1/2” DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.
Every crop it was read in — the drawing beside what the model took off it
Page 9
p09_r03 detail aSection
- bearing padsNot shown.
18" reinforcement spacing8" horizontal dimension1'-0½" horizontal dimension1'-0½" horizontal dimension8" horizontal dimension4" clear cover8" vertical dimension1½" clear cover, 3 sides+14 more
Page 12
p12_r03Plan
- Bearing pad×1Callout identifies bearing pad.
1″
p12_r04Notes
- Bearing pads60 durometer hardness neoprene, Grade 2 or higherDesigned per AASHTO LRFD Bridge Design Specifications, Section 14.7.6 Method A.
- Holes in bearing padscircularMay be formed or drilled.
1 1/2” Smooth dowel diameter60 durometer Bearing pad hardness3” Hole diameter1/4” Bearing pad cover3/16” Load plate thickness12 GAGE Internal plate gage1 1/2° Mold draft
p12_r05Notes
- Bearing padsneopreneSpecified to be 60 durometer hardness neoprene, Grade 2 or higher; note text is partially cropped.
1½” Diameter60 durometer Hardness
p12_r09Plan
- bearing pad×1rectangularShown with a sealing rib around its perimeter.
L bearing pad overall lengthL/2 bearing pad half lengthL/2 bearing pad half lengthW bearing pad overall widthW/2 bearing pad half widthW/2 bearing pad half width90°-00'-00” angle, typical3/16” sealing rib size+1 more
p12_r11Cross Section
- bearing pad×1rectangularShown as a layered pad with a central thickness dimension marked T.
3/16" load plate thickness3/16" sealing rib thickness12 GAGE internal plate gauge
p12_r10Schedule
- Bearing pad1Schedule entry for Bent 1.
- Bearing pad2 BACKSchedule entry for Bent 2 back.
- Bearing pad2 AHEADSchedule entry for Bent 2 ahead.
- Bearing pad3 BACKSchedule entry for Bent 3 back.
- Bearing pad3 AHEADSchedule entry for Bent 3 ahead.
- Bearing pad4Schedule entry for Bent 4.
16” in. W12” in. L4” in. T3 NUMBER OF INTERNAL PLATE(S)3/8” in. DESIGN SHEAR DEFLECTION55 KIPS DEAD LOAD63 KIPS LIVE LOAD (NO IMPACT)118 KIPS DEAD LOAD + LIVE LOAD+52 more
bent_1Plan
- bearing pad×1rectangular, hatchedShown at the end of the upper beam.
1″ vertical dimension at upper beam/bearing area
p12_r02Section
- Bearing pad×1rectangular
5/8" Shim/bearing assembly vertical dimension1" Bearing pad vertical dimension1'-0" Dowel vertical dimension1 1/2" Dowel diameter
p12_r01 plan of endwall and bearing assembly bent 1Plan
- bearing padrectangularCalled out with beveled shim plate.
1” shim plate thickness
p12_r02 section through beam showing bearing pad shim plate and dowelSection
- bearing pad×1rectangular
5/8” shim plate thickness1” bearing pad thickness1'-0” dowel length1 1/2” dowel diameter
p12_r03 skewed plan of bearing pad and endwall alignmentPlan
- bearing padrectangularCenterline is noted as equal to the beveled shim plate centerline.
1″ shim plate thickness
p12_r04 notes of bearing pad design notesNotes
- bearing pads60 durometer hardness neoprene, Grade 2 or higherDesigned and furnished to AASHTO LRFD bridge specifications.
1/2” smooth dowel diameter60 durometer bearing pad hardness3” hole diameter1/4” cover3/16” load plate thickness12 GAGE internal plate gage1 1/2° mold draft
p12_r05 notes of bearing pad design notesNotes
- bearing padsDesigned according to AASHTO LRFD Bridge Design Specifications and to be furnished in accordance with AASHTO LRFD Bridge Construction Specifications.
14.7.6 Bearing pad design specification section18 Bearing device construction specification section1 1/2” Diameter
p12_r09 plan of bearing padPlan
- bearing pad×1rectangularShown centered on the beam centerline.
L Overall bearing pad lengthL/2 Half bearing pad lengthL/2 Half bearing pad lengthW Overall bearing pad widthW/2 Half bearing pad widthW/2 Half bearing pad width90°-00'-00" Angle3/16" Sealing rib size+1 more
p12_r10 schedule of bearing pad dimensions and design loads by bentSchedule
- bearing padBENT 1Schedule row lists pad dimensions, internal plates, shear deflection, and design loads.
- beveled shim platesBENT 1beveledT1 and T2 thicknesses are listed.
- bearing padBENT 2 BACKSchedule row lists pad dimensions, internal plates, shear deflection, and design loads.
- bearing padBENT 2 AHEADSchedule row lists pad dimensions, internal plates, shear deflection, and design loads.
- bearing padBENT 3 BACKSchedule row lists pad dimensions, internal plates, shear deflection, and design loads.
- bearing padBENT 3 AHEADSchedule row lists pad dimensions, internal plates, shear deflection, and design loads.
- bearing padBENT 4Schedule row lists pad dimensions, internal plates, shear deflection, and design loads.
- beveled shim platesBENT 4beveledT1 and T2 thicknesses are listed.
16” W12” L4” T3 NUMBER OF INTERNAL PLATE(S)3/8” DESIGN SHEAR DEFLECTION55 KIPS DEAD LOAD63 KIPS LIVE LOAD (NO IMPACT)118 KIPS DEAD LOAD + LIVE LOAD+44 more
p12_r11 bearing padDetail
- bearing pad×1rectangularSectional detail showing load plates, sealing ribs, and internal plates.
3/16 " load plates thickness3/16 " sealing rib thickness12 GAGE internal plate gage