⚠ No class in the bridge ontology fits this itemAdd a class
The ontology would need an endwall component class.
How the sheets named it
Every dimension read for it52
- 3'-0"endwall outside exterior beamp4 · p04_r01 deck plan
- 1'-6"endwallp4 · p04_r01 deck plan
- 3'-0"endwall outside exterior beamp4 · p04_r02 deck plan of span 1 with beams and dimensions
- 1'-6"endwallp4 · p04_r02 deck plan of span 1 with beams and dimensions
- 1'-0"offsetnot attributedp4 · span_1
- 3'-0"endwall outside exterior beamp4 · span_1
- 8"filletnot attributedp4 · span_1
- 81°-20'-05.0"bearing anglenot attributedp4 · span_1
- 1'-6"endwallp4 · span_1
- 5'-0"dimension at marked locationsnot attributedp4 · span_1
- 3'-0"endwall outside exterior beamp6 · p06_r01
- 1'-6"endwallp6 · p06_r01
- 3'-0"endwall outside exterior beamp6 · p06_r01 deck plan span 3
- 1'-6"endwall dimensionp6 · p06_r01 deck plan span 3
- 1 1/2"horizontal dimensionnot attributedp8 · p08_r01
- 1'-8"horizontal dimensionnot attributedp8 · p08_r01
- 34'-0"horizontal dimensionnot attributedp8 · p08_r01
- 6'-8"horizontal dimensionnot attributedp8 · p08_r01
- 1'-1"horizontal dimensionnot attributedp8 · p08_r01
- 3'-6"vertical dimensionnot attributedp8 · p08_r01
- 3'-0"endwall dimensionp8 · p08_r01
- 1'-6"endwall dimensionp8 · p08_r01
- 12"horizontal dimensionp8 · p08_r04
- 1'-6"horizontal dimensionp8 · p08_r04
- 8"horizontal dimensionp8 · p08_r04
- 1/4"radiusp8 · p08_r04
- 3 1/2"minimum clear coverp8 · p08_r04
- 10"vertical dimensionp8 · p08_r04
- 9"vertical dimensionp8 · p08_r04
- 12"vertical dimensionp8 · p08_r04
- 2"clear coverp8 · p08_r04
- 1'-0"vertical dimensionp8 · p08_r04
- 8"vertical dimensionp8 · p08_r04
- 1/2"dimensionnot attributedp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
- 1'-8"dimensionnot attributedp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
- 34'-0"dimensionnot attributedp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
- 6'-8"dimensionnot attributedp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
- 1'-1"dimensionnot attributedp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
- 3'-6"vertical dimensionnot attributedp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
- 3'-0"endwall dimensionp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
- 1'-6"endwall dimensionp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
- 12”horizontal dimensionnot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout
- 1’-6”horizontal dimensionnot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout
- 8”horizontal dimensionnot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout
- 1/4”radiusp8 · p08_r04 section at end bent showing beam seat reinforcement layout
- 3 1/2”minimum clearancenot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout
- 10”vertical dimensionp8 · p08_r04 section at end bent showing beam seat reinforcement layout
- 9”vertical dimensionp8 · p08_r04 section at end bent showing beam seat reinforcement layout
- 12”vertical dimensionp8 · p08_r04 section at end bent showing beam seat reinforcement layout
- 2”clear covernot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout
- 1’-0”vertical dimensionp8 · p08_r04 section at end bent showing beam seat reinforcement layout
- 1’-0”vertical dimensionp8 · p08_r04 section at end bent showing beam seat reinforcement layout
Notes on the sheets that carry it
- p43'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
- p48" FILLET, TYP.
- p481°-20'-05.0", TYP.
- p410" CONCRETE DIAPHRAGM, TYP.
- p41'-0" EDGEBEAM, TYP.
- p412" PAVING REST
- p41'-6" ENDWALL
- p4FENCE POST SPACING
- p4GUTTER TO GUTTER
- p4OUT TO OUT
- p8REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
- p81" GAP, MIN.
- p81/2" PREFORMED JOINT FILLER
- p81/2" PREFORMED JOINT FILLER, TYP.
- p81" PREFORMED FOAM JOINT FILLER AROUND PAD, TYP.
- p8NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN
- p85 506B AT 18" ±, ALT. TO GIVE 9" SP.
- p83 1/2" MIN. CL.
- p8506A AT 18"
- p82" CL. 3 SIDES
- p88-504B AT 12" ± BETWEEN BEAMS
- p82-504A AT END OF BEAM
- p8BEARING PAD NOT SHOWN
- p8WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS
- p8SLAB REINFORCEMENT NOT SHOWN
- p8506B AT 18” ±, ALT. TO GIVE 9” SP.
- p8END BENT 1 SHOWN END BENT 4 SIMILAR
- p12BEARING PAD =
- p12BEVELED SHIM PLATE
- p12BEARING
- p12BEAM
- p12B.F.P.P.R. ENDWALL
- p12℄ BEARING PAD = ℄ BEVELED SHIM PLATE
- p12B.F.P.R. → ENDWALL
- p12BENT 1 SHOWN
- p12BENT 4 SIMILAR
Every crop it was read in — the drawing beside what the model took off it
Page 4
p04_r01 deck planPlan
- endwall×4linearExterior endwalls are called out as 3'-0" outside exterior beam and 1'-6" at the opposite end.
55'-0" overall deck width18'-4" deck-width divisions9'-6" fence post spacing6'-6" fence post spacing1'-0" edge offset5'-0" fence-post end spacing3'-0" endwall outside exterior beam8" fillet+22 more
p04_r02 deck plan of span 1 with beams and dimensionsPlan
- endwalllinearBoth 3'-0" endwall outside exterior beam and 1'-6" endwall are called out.
55'-0" overall deck width18'-4" deck width divisions9'-6" fence post spacing6'-6" fence post spacing1'-0" offset3'-0" endwall outside exterior beam8" fillet1'-0" edgebeam+22 more
span_1Plan
- endwall×2rectangular in planCalled out as 3'-0" endwall outside exterior beam, typical.
- endwall×2rectangular in planCalled out as 1'-6" endwall.
55'-0" overall deck width18'-4" deck width division9'-6" fence post spacing6'-6" fence post spacing1'-0" offset1'-9½" deck edge dimension3'-0" endwall outside exterior beam8" fillet+22 more
Page 6
p06_r01Plan
- Endwall×2linear end closureCalled out as 3'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
- Endwall×2linear end closureCalled out as 1'-6" ENDWALL.
55'-0" overall deck width, upper deck18'-4" deck-width bay, upper deck18'-4" deck-width bay, upper deck18'-4" deck-width bay, upper deck6'-6" fence post spacing, upper deck9'-6" fence post spacing, upper deck9'-6" fence post spacing, upper deck9'-6" fence post spacing, upper deck+54 more
p06_r01 deck plan span 3Plan
- endwalllinearBoth 1'-6" endwall and 3'-0" endwall outside exterior beam are called out.
55'-0" overall deck width18'-4" deck width division6'-6" fence post spacing6'-2 3/8" fence post spacing6'-8 3/16" fence post spacing9'-6" fence post spacing8'-0" fence post spacing8'-9" fence post spacing+22 more
Page 8
p08_r01Section
- endwall×2rectangularTwo endwall callouts are shown: 3'-0" ENDWALL and 1'-6" ENDWALL.
1 1/2" horizontal dimension1'-8" horizontal dimension34'-0" horizontal dimension6'-8" horizontal dimension1'-1" horizontal dimension3'-6" vertical dimension2% deck slope1" gap, minimum+4 more
p08_r04Section
- endwall×1stepped rectangular section with tapered outer facereinforced concreteSection at endwall; End Bent 1 shown and End Bent 4 similar.
12" horizontal dimension1'-6" horizontal dimension8" horizontal dimension1/4" radius18" ± bar spacing9" alternating spacing3 1/2" minimum clear cover18" bar spacing+10 more
p08_r01 cross section of bridge deck endwall showing beam bearingSection
- endwallrectangularTwo endwall dimensions are called out: 3'-0" and 1'-6".
1/2" dimension1'-8" dimension34'-0" dimension6'-8" dimension1'-1" dimension3'-6" vertical dimension2% deck slope1" gap, minimum+5 more
p08_r04 section at end bent showing beam seat reinforcement layoutSection
- endwall×1stepped rectangular section with sloped faceSection at endwall.
12” horizontal dimension1’-6” horizontal dimension8” horizontal dimension1/4” radius18” ± 506B spacing9” alternate spacing3 1/2” minimum clearance10” vertical dimension+10 more
Page 12
p12_r03Plan
- EndwallB.F.P.P.R.×1rectangularHatched endwall shown at the beam end.
1″
bent_1Plan
- endwall×1diagonal/angledCalled out at the left end of the beams.
1″ vertical dimension at upper beam/bearing area
p12_r01 plan of endwall and bearing assembly bent 1Plan
- endwall×1sloping linear
1” shim plate thickness
p12_r03 skewed plan of bearing pad and endwall alignmentPlan
- endwall×1skewed linear wallLabeled ENDWALL.
1″ shim plate thickness