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The ontology would need a bearing pad component class.
How the sheets named it
Every dimension read for it13
- Lbearing pad overall lengthp12 · p12_r03 section a a
- L/2bearing pad half lengthp12 · p12_r03 section a a
- L/2bearing pad half lengthp12 · p12_r03 section a a
- Wbearing pad overall widthp12 · p12_r03 section a a
- W/2bearing pad half widthp12 · p12_r03 section a a
- W/2bearing pad half widthp12 · p12_r03 section a a
- 90°-00′-00″anglep12 · p12_r03 section a a
- Lbearing pad overall lengthp12 · p12_r03
- L/2bearing pad half lengthp12 · p12_r03
- Wbearing pad overall widthp12 · p12_r03
- W/2bearing pad half widthp12 · p12_r03
- 90°-00'-00”bearing pad alignment anglep12 · p12_r03
- 3”bearing pad hole diameterp12 · p12_r03
Notes on the sheets that carry it
- p7FENCE NOT SHOWN, TYP.
- p7POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.
- p7NOTE: BEARING PADS NOT SHOWN
- p8REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
- p81” GAP, MIN.
- p8NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN
- p8FENCE NOTES:
- p81. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.
- p82. CAST 4” DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE 7 DAYS BEFORE FENCE FABRIC IS INSTALLED.
- p83. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4” DIA. GALVANIZED SLEEVES.
- p84. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.
- p85. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14”.
- p86. SPACE POSTS AT A MINIMUM OF 7’-0” AND A MAXIMUM OF 10’-0”. PLACE POSTS 1’-0” MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.
- p87. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.
- p8WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS
- p8SLAB REINFORCEMENT NOT SHOWN
- p9DO NOT REMOVE EDGE BEAM FORMS
- p12PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.
- 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.
- p12BENT 1 SHOWN
- p12BENT 4 SIMILAR
- p12ENDWALL NOT SHOWN
- p1290°-00′-00″, TYP.
- p123/16″ SEALING RIB, ALL AROUND
- p12℄ BEARING PAD = ℄ 3″ DIAMETER HOLE
- p12℄ BEVELED SHIM PLATE = ℄ 3″ DIAMETER HOLE
Every crop it was read in — the drawing beside what the model took off it
Page 7
p07_r06Cross Section
- bearing padsNot shown.
8" deck/edge thickness8'-4" spacing2" offset2" offset2% slope
Page 8
p08_r01Detail
- bearing padrectangularPartially shown in the section at endwall.
1 1/2” horizontal dimension1’-8” horizontal dimension34’-0” horizontal dimension6’-8” horizontal dimension1’-1” horizontal dimension3’-6” endwall height2% deck slope1” gap minimum+41 more
Page 9
p09_r06Cross Section
- bearing padNot shown.
2" end spacing8-404 reinforcement quantity and mark2" end spacing2% deck slope2-800 reinforcement quantity and mark
Page 12
p12_r01 in accordance with sub section 833 2 10Detail
- bearing pad×3rectangularHatched pads are shown between the beam ends and endwall; also detailed in Section A.
1" dimension5/8" dimension1'-0" dowel embedment dimension1 1/2" diameter
p12_r02 notesNotes
- bearing padsDesigned according to AASHTO LRFD Bridge Design Specifications, Section 14.7.6 Method A.
1 1/2 " diameter
p12_r03 section a aPlan
- bearing pad×1rectangularShown in left plan with a central circular hole and perimeter sealing rib.
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 width3/16″ sealing rib size3″ bearing pad hole diameter+8 more
p12_r07 tableTable
- bearing padsScheduled by bent location.
16″ ″ W, Bent 1 bearing pad12″ ″ L, Bent 1 bearing pad4″ ″ T, Bent 1 bearing pad3 Number of internal plate(s), Bent 13/8″ ″ Design shear deflection, Bent 155 KIPS Dead load, Bent 163 KIPS Live load (no impact), Bent 1118 KIPS Dead load + live load, Bent 1+44 more
p12_r01Detail
- bearing pad×1rectangular
1″ shim plate thickness5″ dowel projection dimension1′-0″ dowel embedment dimension1 1/2″ dowel diameter
p12_r03Plan
- bearing pad×1rectangular with circular holeShown at Bent 1; Bent 4 similar. Has sealing rib all around.
L bearing pad overall lengthL/2 bearing pad half lengthW bearing pad overall widthW/2 bearing pad half width90°-00'-00” bearing pad alignment angle3/16” sealing rib size3” bearing pad hole diameterL+2” beveled shim plate overall length+4 more