Matched toAbutment Systembridge.substructure.abutment_systemcheckon “end bent / wall”
This class asks for no measurements, so there is no take-off to do against it.
How the sheets named it
Every dimension read for it42
- 3'-0"endwall outside exterior beamp4 · p04_r01 deck plan
- 81°-20'-05.0"skew anglep4 · p04_r01 deck plan
- 1'-6"endwallp4 · p04_r01 deck plan
- 1'-6"endwallp4 · p04_r01 deck plan
- 3'-0"endwall outside exterior beamp4 · p04_r01
- 8"filletp4 · p04_r01
- 1'-6"endwallp4 · p04_r01
- 3'-0"endwall outside exterior beamp6 · p06_r01 deck plan
- 1'-6"endwallp6 · p06_r01 deck plan
- 5'-0"dimension at circled symbolsnot attributedp6 · p06_r01 deck plan
- 3'-0"Outside exterior beam endwallp6 · p06_r01
- 1'-6"Endwallp6 · p06_r01
- 3'-0"Outside exterior beam endwallp6 · p06_r01
- 1'-6"Endwallp6 · p06_r01
- 3'-6"vertical dimensionp8 · p08_r01 for further details see georgia dot spec
- 3'-0"endwall lengthp8 · p08_r01 for further details see georgia dot spec
- 1'-6"endwall lengthp8 · p08_r01 for further details see georgia dot spec
- 12″horizontal dimensionp8 · p08_r03 section at endwall
- 1′-6″horizontal dimensionp8 · p08_r03 section at endwall
- 8″horizontal dimensionp8 · p08_r03 section at endwall
- 1/4″radiusp8 · p08_r03 section at endwall
- 10″vertical dimensionp8 · p08_r03 section at endwall
- 9″vertical dimensionp8 · p08_r03 section at endwall
- 12″vertical dimensionp8 · p08_r03 section at endwall
- 2″clear coverp8 · p08_r03 section at endwall
- 1′-0″vertical dimensionp8 · p08_r03 section at endwall
- 1′-0″vertical dimensionp8 · p08_r03 section at endwall
- 3/4″ = 1′-0″scalenot attributedp8 · p08_r03 section at endwall
- 3’-6”endwall heightp8 · p08_r01
- 3’-0”endwall lengthp8 · p08_r01
- 1’-6”endwall lengthp8 · p08_r01
- 12”horizontal dimensionp8 · p08_r03
- 1’-6”horizontal dimensionp8 · p08_r03
- 8”horizontal dimensionp8 · p08_r03
- 1/4”radiusp8 · p08_r03
- 3½”minimum clear coverp8 · p08_r03
- 10”vertical dimensionp8 · p08_r03
- 9”vertical dimensionp8 · p08_r03
- 12”vertical dimensionp8 · p08_r03
- 2”clear cover, 3 sidesp8 · p08_r03
- 1’-0”vertical dimensionp8 · p08_r03
- 1’-0”vertical dimensionp8 · p08_r03
Notes on the sheets that carry it
- p1CHAIN LINK WIRE FENCE, TYP.
- p1FRONT FACE OF WALL NO.1
- p1FRONT FACE OF WALL NO.2
- p1EL. 151.00, TYP.
- p1APPROXIMATE EXISTING GROUNDLINE
- p1FUTURE GROUNDLINE
- 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
- p4CONSTRUCTION ℄ SR 21
- p8REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
- 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 FOR THREE 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
- p8BEARING NOT SHOWN
- p8506B AT 18″ ±, ALT. TO GIVE 9″ SP.
- p83 1/2″ MIN. CL.
- p82″ CL. 3 SIDES
- p88-504B AT 12″ ± BETWEEN BEAMS
- p82-504A AT END OF BEAM
- p8BEARING PAD NOT SHOWN
- p81/2″ PREFORMED JOINT FILLER
- p8END BENT 1 SHOWN
- p8END BENT 4 SIMILAR
- p81” GAP, MIN.
- p82. CAST 4” DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE 7 DAYS BEFORE FENCE FABRIC IS INSTALLED.
- p8506A AT 18”
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r07Elevation
- end bent / wallB.F.P.R. BENT 1×1vertical rectangular wallFront face identified as Wall No. 1.
- end bent / wallB.F.P.R. BENT 4×1vertical rectangular wallFront face identified as Wall No. 2.
192’-0” *** ft-in TOTAL LENGTH OF BRIDGE55’-0” *** ft-in span length82’-0” *** ft-in span length55’-0” *** ft-in span length151.00 elevation
Page 4
p04_r01 deck planPlan
- Endwalls×2straight skewed endwallCallouts identify endwalls at the exterior ends of the two deck areas.
55'-0" overall deck width18'-4" deck width division18'-4" deck width division18'-4" deck width division1'-0" offset9'-6" fence post spacing9'-6" fence post spacing9'-6" fence post spacing+64 more
p04_r01Plan
- endwall×4Callouts identify 3'-0" endwalls outside exterior beams and 1'-6" endwalls.
55'-0" overall deck width, upper deck18'-4" deck-width division, upper deck18'-4" deck-width division, upper deck18'-4" deck-width division, upper deck1'-0" upper deck edge offset9'-6" upper fence-post spacing9'-6" upper fence-post spacing9'-6" upper fence-post spacing+61 more
Page 6
p06_r01 deck planPlan
- endwall×4linearEndwalls are called out at the exterior beam ends.
55'-0" overall deck width18'-4" deck width segment6'-6" fence post spacing9'-6" fence post spacing1'-0" end spacing3'-0" endwall outside exterior beam1'-6" endwall12" paving rest+23 more
p06_r01Plan
- Endwall×2rectangularCalled out as 1'-6" ENDWALL at the outer ends; outside exterior-beam endwall condition is also shown.
55'-0" Overall deck width18'-4" Deck-width segment18'-4" Deck-width segment18'-4" Deck-width segment6'-6" Fence post spacing9'-6" Fence post spacing9'-6" Fence post spacing9'-6" Fence post spacing+63 more
Page 8
p08_r01 for further details see georgia dot specDetail
- endwall×2rectangularShown in section through endwall; 3'-0" endwall at left and 1'-6" endwall at intermediate location are called out.
1/2" horizontal offset1'-8" horizontal dimension34'-0" horizontal dimension6'-8" horizontal dimension1'-1" horizontal offset3'-6" vertical dimension2% deck slope1" gap, minimum+42 more
p08_r03 section at endwallSection
- endwall×1stepped vertical wall with tapered haunchreinforced concreteSectioned endwall at beam ends.
12″ horizontal dimension1′-6″ horizontal dimension8″ horizontal dimension1/4″ radius18″ ± reinforcement spacing9″ alternate reinforcement spacing3 1/2″ minimum clear cover18″ reinforcement spacing+14 more
p08_r01Detail
- endwallrectangularShown in section through endwall and 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
p08_r03Section
- endwall×1stepped and tapered sectionSectioned at endwall.
12” horizontal dimension1’-6” horizontal dimension8” horizontal dimension1/4” radius3½” minimum clear cover10” vertical dimension9” vertical dimension12” vertical dimension+10 more
Page 12
p12_r01 in accordance with sub section 833 2 10Detail
- endwall×1skewed rectangularShown at the beam ends in the left-hand view.
1" dimension5/8" dimension1'-0" dowel embedment dimension1 1/2" diameter
p12_r01Detail
- endwall×1rectangularShown as supporting the bearing assembly.
1″ shim plate thickness5″ dowel projection dimension1′-0″ dowel embedment dimension1 1/2″ dowel diameter
Page 13
p13_r02 at eq spsElevation
- end wall×2rectangular verticalVertical end members are shown at the left and right ends of the cap.
EL. 189.16 ElevationEL. 189.23 ElevationEL. 185.75 ElevationEL. 185.65 ElevationEL. 185.52 ElevationEL. 185.39 ElevationEL. 185.26 ElevationEL. 185.10 Elevation+17 more