Matched toPier Systembridge.substructure.pier_systemon “Bent”
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 it107
- 2Quantityp2 · p02_r02
- 81°-20'-05.0"skew anglep4 · p04_r01 deck plan
- 12.0 CYCY CLASS AA CONCRETEp13 · p13_r11 substructure quantities
- 12.0 CYCY CLASS AA CONCRETEp13 · p13_r11 substructure quantities
- 1434 LBLB BAR REINF STEELp13 · p13_r11 substructure quantities
- 1434 LBLB BAR REINF STEELp13 · p13_r11 substructure quantities
- 93.0 CYCY CLASS AA CONCRETEp14 · p14_r06 substructure quantities
- 93.0 CYCY CLASS AA CONCRETEp14 · p14_r06 substructure quantities
- 15875 LBLB BAR REINF STEELp14 · p14_r06 substructure quantities
- 15848 LBLB BAR REINF STEELp14 · p14_r06 substructure quantities
- 81°-20'-05.0"Skew anglep15 · p15_r01 plan
- 81°-20'-05.0"Skew anglep15 · p15_r01 plan
- 22'-0"Dimensionp15 · p15_r01 plan
- 22'-0"Dimensionp15 · p15_r01 plan
- 42'-6"Bent lengthp15 · p15_r01 plan
- 42'-6"Bent lengthp15 · p15_r01 plan
- 7'-7 1/16"Beam centerline spacingp15 · p15_r01 plan
- 7'-7 1/16"Beam centerline spacingp15 · p15_r01 plan
- 7'-7 1/2"Beam centerline spacingp15 · p15_r01 plan
- 7'-7 1/2"Beam centerline spacingp15 · p15_r01 plan
- 6'-0"End dimensionp15 · p15_r01 plan
- 6'-0"End dimensionp15 · p15_r01 plan
- 2'-3 3/8"End offsetp15 · p15_r01 plan
- 2'-3 5/16"End offsetp15 · p15_r01 plan
- 2'-3 3/8"End offsetp15 · p15_r01 plan
- 2'-3 5/16"End offsetp15 · p15_r01 plan
- 2'-9 3/8"Dimensionp15 · p15_r01 plan
- 2'-9 3/8"Dimensionp15 · p15_r01 plan
- 1'-2"Dimensionp15 · p15_r01 plan
- 1'-2"Dimensionp15 · p15_r01 plan
- 1 1/2"Dimensionp15 · p15_r01 plan
- 1 1/2"Dimensionp15 · p15_r01 plan
- 2'-1 1/2"Dimensionp15 · p15_r01 plan
- 2'-1 1/2"Dimensionp15 · p15_r01 plan
- 4'-3"Dimensionp15 · p15_r01 plan
- 4'-3"Dimensionp15 · p15_r01 plan
- 18+63.35Stationp15 · p15_r01 plan
- 18+56.65Stationp15 · p15_r01 plan
- 104.0 CYCY CLASS AA CONCRETEp15 · p15_r05 substructure quantities
- 104.0 CYCY CLASS AA CONCRETEp15 · p15_r05 substructure quantities
- 16679 LBLB BAR REINF STEELp15 · p15_r05 substructure quantities
- 16681 LBLB BAR REINF STEELp15 · p15_r05 substructure quantities
- 4'-3"Overall widthp16 · p16_r01
- 2'-1½"Width from C/L BENT to left sidep16 · p16_r01
- 2'-1½"Width from C/L BENT to right sidep16 · p16_r01
- 11½"Left outside segmentp16 · p16_r01
- 1'-2"Left intermediate segmentp16 · p16_r01
- 1'-2"Right intermediate segmentp16 · p16_r01
- 11½"Right outside segmentp16 · p16_r01
- 4'-0" MIN.Minimum overall depthp16 · p16_r01
- 9"Bottom depthp16 · p16_r01
- 3/8" = 1'-0"Scalenot attributedp16 · p16_r08
- 81°-20'-05.0"Skew anglep17 · p17_r01 title block
- 81°-20'-05.0"Skew anglep17 · p17_r01 title block
- 81°-20'-05.0"Typical dimensionp17 · p17_r01 title block
- 81°-20'-05.0"Typical dimensionp17 · p17_r01 title block
- 3'-0"Dimensionp17 · p17_r01 title block
- 1'-6"Dimensionp17 · p17_r01 title block
- 3'-0"Dimensionp17 · p17_r01 title block
- 1'-6"Dimensionp17 · p17_r01 title block
- 2'-9 3/4"Dimensionp17 · p17_r01 title block
- 6'-10 1/2"End segment dimensionp17 · p17_r01 title block
- 7'-7"Intermediate segment dimensionp17 · p17_r01 title block
- 6'-10 9/16"End segment dimensionp17 · p17_r01 title block
- 44'-1 1/16"Overall dimensionp17 · p17_r01 title block
- 6'-10 1/2"End segment dimensionp17 · p17_r01 title block
- 7'-7"Intermediate segment dimensionp17 · p17_r01 title block
- 6'-10 9/16"End segment dimensionp17 · p17_r01 title block
- 44'-1 1/16"Overall dimensionp17 · p17_r01 title block
- 12.0 CYCY CLASS AA CONCRETEp17 · p17_r11 substructure quantities
- 12.0 CYCY CLASS AA CONCRETEp17 · p17_r11 substructure quantities
- 1434 LBLB BAR REINF STEELp17 · p17_r11 substructure quantities
- 1434 LBLB BAR REINF STEELp17 · p17_r11 substructure quantities
- 11-2; 56; 1Unheaded schedule row 430p20 · p20_r04 table
- 4-5; 44; 2; 1-9; 1-4; 1-4Unheaded schedule row 431p20 · p20_r04 table
- 42-2; 2; 1Unheaded schedule row 530p20 · p20_r04 table
- 16-2; 59; 25; 4; 4; 3-11; 3-8Unheaded schedule row 531p20 · p20_r04 table
- 10-4; 28; 25; 4; 4; 1-0; 3-8Unheaded schedule row 532p20 · p20_r04 table
- 13-9; 106; 25; 4; 4; 3-2; 3-2Unheaded schedule row 630p20 · p20_r04 table
- 8-1; 106; 00; 5; 5; 0-9; 1-0Unheaded schedule row 631p20 · p20_r04 table
- 15-2; 72; 10; 1; 1; 12-8Unheaded schedule row 930p20 · p20_r04 table
- 15-8; 12; 2; 1; 15-8Unheaded schedule row 1130Ap20 · p20_r04 table
- 13-8; 12; 2; 1; 13-8Unheaded schedule row 1130Bp20 · p20_r04 table
- 16-2; 6; 1Unheaded schedule row 1131Ap20 · p20_r04 table
- 14-2; 6; 1Unheaded schedule row 1131Bp20 · p20_r04 table
- 16-8; 6; 1Unheaded schedule row 1131Cp20 · p20_r04 table
- 14-9; 6; 1Unheaded schedule row 1131Dp20 · p20_r04 table
- 45-4; 8; 10; 1; 1; 42-2Unheaded schedule row 1132p20 · p20_r04 table
- 42-2; 8; 1Unheaded schedule row 1133p20 · p20_r04 table
- 6-9; 24; 32; 5; 5; 2-8; 1-8; 1-8Unheaded schedule row 440p20 · p20_r04 table
- 9-5; 43; 25; 4; 4; 2-8; 1-8Unheaded schedule row 441p20 · p20_r04 table
- 43-9; 2; 1Unheaded schedule row 442p20 · p20_r04 table
- 5-0; 10; 1Unheaded schedule row 443Ap20 · p20_r04 table
- 3-0; 6; 1Unheaded schedule row 443Bp20 · p20_r04 table
- 2-8; 10; 1Unheaded schedule row 444p20 · p20_r04 table
- 6-3; 10; 1Unheaded schedule row 445Ap20 · p20_r04 table
- 2-2; 2; 1Unheaded schedule row 445Bp20 · p20_r04 table
- 2-7; 2; 1Unheaded schedule row 445Cp20 · p20_r04 table
- 4-4; 10; 1Unheaded schedule row 540Ap20 · p20_r04 table
- 5-2; 8; 1Unheaded schedule row 540Bp20 · p20_r04 table
- 4-3; 10; 1Unheaded schedule row 541p20 · p20_r04 table
- 43-9; 4; 1Unheaded schedule row 1040p20 · p20_r04 table
- 43-3; 2; 1Unheaded schedule row 800not attributedp20 · p20_r04 table
- 37-6; 1; 1Unheaded schedule row 801not attributedp20 · p20_r04 table
- 6-8; 5; 1Unheaded schedule row 802not attributedp20 · p20_r04 table
- 12-6; 20; 16; 6; 6; 4-5; 0-9; 0-9Unheaded schedule row 900Anot attributedp20 · p20_r04 table
- 5-8; 8; 21; 6; 2-2; 3-6Unheaded schedule row 900Bnot attributedp20 · p20_r04 table
Notes on the sheets that carry it
- p1FRONT FACE OF WALL 1
- p1FRONT FACE OF WALL 2
- p1ℂ FUTURE ACCESS ROAD
- p1ℂ FUTURE TRACK
- p1ℂ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK
- p112'-1" MIN.
- p1POINT OF MIN. VERT. CLEARANCE
- p1FUTURE POINT OF MIN. VERT. CLEARANCE
- p1AHEAD
- p1TO PERKINS
- p1TO US 25/SR 121
- p1PGL WESTBOUND
- p1PGL EASTBOUND
- p1ℂ BENT 2L / ℂ BENT 2R
- p1ℂ BENT 3L / ℂ BENT 3R
- p1B.F.P.R. BENT 1L / 1R / 4L / 4R
- p181°-20'-05.0", TYP.
- p1STA. 18+16.85, ℂ SR 21 = STA. 303+80.83, ℂ CENTRAL OF GEORGIA RAILROAD COMPANY
- p1BEGIN BRIDGE STA. 17+23.00
- p1STA. 17+29.07
- p1RRMP D-0080.54
- p1ℂ SR 21
- p1N 83°-43'-21.7" E
- p1PT#3
- p1END BRIDGE STA. 19+15.00
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1TO BE REMOVED
- p1TO GA HIGHWAY 23
- p1RR R/W
- p1TO MILLEN
- p1MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN
- p1CHAIN LINK WIRE FENCE, TYP.
- p1TOTAL LENGTH OF BRIDGE = 192'-0" ***
- p1FRONT FACE OF WALL NO. 1
- p1FRONT FACE OF WALL NO. 2
- p1EL. 151.00, TYP.
- p1APPROXIMATE EXISTING GROUNDLINE
- p1FUTURE GROUNDLINE
- p22 - 55'-0" AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN
- p21 - 82'-0" AASHTO TYPE III PSC BEAM SPAN ---------------- SPECIAL DESIGN
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r01 planPlan
- BentBENT 1 (1L/1R)×2linear (cap over columns, not detailed)reinforced concreteShown as centerline/B.F.P.R. bent lines at each end of bridge; B.F.P.R. = Back Face of Pile/Pier Row presumably
- BentBENT 2 (2L/2R)×2linearreinforced concreteCenterline shown, skewed to roadway
- BentBENT 3 (3L/3R)×2linearreinforced concreteCenterline shown, skewed to roadway
- BentBENT 4 (4L/4R)×2linearreinforced concreteCenterline/B.F.P.R. shown at end of bridge
192'-0" ft-in Total length of bridge55'-0" ft-in Span 1 length82'-0" ft-in Span 2 length55'-0" ft-in Span 3 length40'-0" ft-in Gutter to gutter width43'-7" ft-in Out to out width1'-9 1/2" ft-in Deck edge to point of min vert clearance6'-0" ft-in Offset dimension+21 more
p01_r06 tableTable
- bridge bentBENT 1×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
- bridge bentBENT 2×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
- bridge bentBENT 3×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
- bridge bentBENT 4×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
17+26.35 STATION189.76 PGL ELEV.17+81.35 STATION190.50 PGL ELEV.18+63.35 STATION190.59 PGL ELEV.19+18.35 STATION189.96 PGL ELEV.+8 more
p01_r07 planElevation
- bentB.F.P.R. BENT 1×1vertical end supportLocated at left bridge end; adjacent callout identifies FRONT FACE OF WALL NO. 1.
- bentBENT 2×1rectangular column with rectangular cap and pile-supported footingInterior bent with two visible vertical columns and four visible piles.
- bentBENT 3×1rectangular column with rectangular cap and pile-supported footingInterior bent with two visible vertical columns and four visible piles.
- bentB.F.P.R. BENT 4×1vertical end supportLocated at right bridge end; adjacent callout identifies FRONT FACE OF 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
p01_r01Plan
- BentBENT 1L×1line
- BentBENT 2L×1line
- BentBENT 3L×1line
- BentBENT 4L×1line
- BentBENT 1R×1line
- BentBENT 2R×1line
- BentBENT 3R×1line
- BentBENT 4R×1line
12'-1" MIN. Minimum dimension74'-7 15/16" DimensionN 2°-23'-16.71" E Bearing / direction75'-10 15/16" Dimension1'-9½" Minimum vertical clearance offset6'-0" Dimension40'-0" Gutter-to-gutter width43'-7" Gutter-to-out width+23 more
p01_r07Elevation
- bentBENT 2×1two-column bent with rectangular pile capThree piles are visible below the pile cap.
- bentBENT 3×1two-column bent with rectangular pile capThree piles are visible below the pile cap.
- bent columns×4rectangular vertical columnsTwo columns are shown at each of BENT 2 and BENT 3.
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 2
p02_r02 typical fill detail at end of bridge gaNotes
- concrete intermediate bents×2concreteListed as special design.
55'-0" AASHTO Type II PSC beam span length82'-0" AASHTO Type III PSC beam span length4'-3" End post and guardrail attachment detail length1'-1" End post and guardrail attachment detail width3'-6" End post and guardrail attachment detail height4'-6" End post and guardrail attachment detail length1'-1" End post and guardrail attachment detail width3'-6" End post and guardrail attachment detail height
p02_r09 notesNotes
- bentBENTS 2Referenced in foundation backfill note.
1'-0" Foundation backfill thickness2'-0" Addition to plan footing dimensions
p02_r02Notes
- intermediate bent×2concreteSpecial design.
55'-0" PSC beam span2 Quantity82'-0" PSC beam span1 Quantity2 Quantity2 Quantity4 Quantity4'-3" L+5 more
p02_r11Notes
- bentBRIDGE LEFT BENT 1 RIGHT×1Dynamic pile testing required.
- bentBRIDGE LEFT BENT 3 LEFT×1Dynamic pile testing required.
- bentBRIDGE RIGHT BENT 2 RIGHT×1Dynamic pile testing required.
- bentBRIDGE RIGHT BENT 4 RIGHT×1Dynamic pile testing required.
Page 3
p03_r01 elevations on existing central of gPlan
- bridge bentB.F.P.R. BENT 1L×1circular point symbol
- bridge bentB.F.P.R. BENT 1R×1circular point symbol
- bridge bentB.F.P.R. BENT 4L×1circular point symbol
- bridge bentB.F.P.R. BENT 4R×1circular point symbol
81°-20’-05.0” bridge skew angleN 83°-43’-21.7” E bearingSTA. 18+16.85 stationSTA. 303+80.83 stationSTA. 17+23.00 begin bridge stationSTA. 19+15.00 end bridge station302+00 station302+50 station+38 more
p03_r01Plan
- Bent locationB.F.P.R. BENT 1L×1circular point symbol
- Bent locationB.F.P.R. BENT 1R×1circular point symbol
- Bent locationB.F.P.R. BENT 4L×1circular point symbol
- Bent locationB.F.P.R. BENT 4R×1circular point symbol
18+16.85 SR 21 station303+80.83 Central of Georgia Railroad Company station17+23.00 Begin bridge station19+15.00 End bridge station81°-20'-05.0” Typical angle81°-20'-05.0” AngleN 83°-43'-21.7” E Bearing302+00 Railroad station+17 more
Page 4
p04_r01 deck planPlan
- B.F.P.R. bentB.F.P.R. BENT 1×2transverse straightOne is shown at the ℄ BEAM 4 area and one at the ℄ BEAM 10 area.
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
Page 5
p05_r04 notesNotes
- intermediate bentsBENTS 2 AND 3×2
10'-0" Length
Page 6
p06_r01Plan
- BentB.F.P.R. BENT 4×1transverse lineBent reference line crosses the deck plan between Beam 6 and Beam 7.
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 7
p07_r03 400 bars in top of slab overSection
- intermediate bent×2flared pedestalTwo bents are visible below the slab.
58-600 reinforcement designation2 bars between each pair of 400 bars400 bars
Page 13
p13_r11 substructure quantitiesTable
- BentBENT 1 LT.×1Quantity column only.
- BentBENT 1 RT.×1Quantity column only.
12.0 CY CY CLASS AA CONCRETE12.0 CY CY CLASS AA CONCRETE1434 LB LB BAR REINF STEEL1434 LB LB BAR REINF STEEL
p13_r01Plan
- BentBENT I RIGHT×1Plan view identified as right.
- BentBENT I LEFT×1Plan view identified as left.
81°-20'-05.0" Skew angle22'-0" Plan dimension1'-6" Dimension at C BRG.2'-9 3/8" Dimension at C BRG.5'-4 3/4" End dimension1'-0 1/8" End dimension3'-0 7/8" End beam spacing7'-7 1/16" Beam centerline spacing+9 more
Page 14
p14_r06 substructure quantitiesTable
- BentBENT 2 LT.×1Quantity column shown.
- BentBENT 2 RT.×1Quantity column shown.
93.0 CY CY CLASS AA CONCRETE93.0 CY CY CLASS AA CONCRETE15875 LB LB BAR REINF STEEL15848 LB LB BAR REINF STEEL
Page 15
p15_r01 planPlan
- BentBENT 3 LEFT×1rectangularShown in plan with centerline labeled ℄ BENT and ℄ BEARING.
- BentBENT 3 RIGHT×1rectangularShown in plan with centerline labeled ℄ BENT and ℄ BEARING.
81°-20'-05.0" Skew angle81°-20'-05.0" Skew angle22'-0" Dimension22'-0" Dimension42'-6" Bent length42'-6" Bent length7'-7 1/16" Beam centerline spacing7'-7 1/16" Beam centerline spacing+23 more
p15_r05 substructure quantitiesTable
- BentBENT 3 LT.×1Quantity column shown.
- BentBENT 3 RT.×1Quantity column shown.
104.0 CY CY CLASS AA CONCRETE104.0 CY CY CLASS AA CONCRETE16679 LB LB BAR REINF STEEL16681 LB LB BAR REINF STEEL
Page 16
p16_r01Section
- reinforced concrete bent member×1stepped rectangularreinforced concreteSectioned member shown about C/L BENT with bearing centerlines indicated.
4'-3" Overall width2'-1½" Width from C/L BENT to left side2'-1½" Width from C/L BENT to right side11½" Left outside segment1'-2" Left intermediate segment1'-2" Right intermediate segment11½" Right outside segment4'-0" MIN. Minimum overall depth+3 more
p16_r08Plan
- BentBENT 2×1Bent centerline is shown.
11'-6" Overall footing width1'-3" Footing width segment4'-6" Pile spacing4'-6" Pile spacing1'-3" Footing width segment11'-6" Overall footing length1'-3" Footing length segment4'-6" Pile spacing+3 more
Page 17
p17_r01 title blockPlan
- Bridge bent plan layoutBENT 4 LEFT×1rectangular longitudinal layout with rounded end outlinesPartial bent/beam layout shown; six beam centerlines are identified.
- Bridge bent plan layoutBENT 4 RIGHT×1rectangular longitudinal layout with rounded end outlinesPartial bent/beam layout shown; six beam centerlines are identified.
22'-0" Offset dimension22'-0" Offset dimension81°-20'-05.0" Skew angle81°-20'-05.0" Skew angle19+18.35 Station19+15.00 Station81°-20'-05.0" Typical dimension81°-20'-05.0" Typical dimension+22 more
p17_r11 substructure quantitiesTable
- BentBENT 4 LT.×1Substructure quantity column.
- BentBENT 4 RT.×1Substructure quantity column.
12.0 CY CY CLASS AA CONCRETE12.0 CY CY CLASS AA CONCRETE1434 LB LB BAR REINF STEEL1434 LB LB BAR REINF STEEL
Page 18
p18_r01 footing 3Plan
- bentBENT 1×2long narrow rectangular strip divided at beam centerlinesShown as BENT 1 LEFT and BENT 1 RIGHT.
- bentBENT 4×2long narrow rectangular strip divided at beam centerlinesShown as BENT 4 LEFT and BENT 4 RIGHT.
p18_r03 footing 3Table
- bent3 RIGHT×1Pile schedule entries shown for this bent.
p18_r04 elevationTable
- Bent4 LEFT×1Six listed pile locations, BEAM 1 through BEAM 6.
- Bent4 RIGHT×1Six listed pile locations, BEAM 7 through BEAM 12.
p18_r07 footing 1Table
- Bent2 LEFT×1Bent identifier shown in the first column.
p18_r09 footing 1Schedule
- Bent3 LEFT×1Pile schedule entries are shown for this bent.
p18_r03Table
- bent3 RIGHT×1Bent identification shown in the schedule.
p18_r04Table
- bent4 LEFT×1Listed with pile locations at BEAM 1 through BEAM 6.
- bent4 RIGHT×1Listed with pile locations at BEAM 7 through BEAM 12.
p18_r06Table
- BentI LEFT×1Pile locations listed at BEAM 1 through BEAM 6.
- BentI RIGHT×1Pile locations listed at BEAM 7 through BEAM 12.
p18_r07Table
- Bent2 LEFT×1
p18_r08Table
- bent2 RIGHT×1Bent identification shown in the BENT column.
p18_r09Table
- bent3 LEFT×1
Page 20
p20_r04 tableTable
- BentBENT 3 LEFTTable section label; only a partial schedule is visible.
- BentBENT 4 LEFTTable section label; only a partial schedule is visible.
11-2; 56; 1 Unheaded schedule row 4304-5; 44; 2; 1-9; 1-4; 1-4 Unheaded schedule row 43142-2; 2; 1 Unheaded schedule row 53016-2; 59; 25; 4; 4; 3-11; 3-8 Unheaded schedule row 53110-4; 28; 25; 4; 4; 1-0; 3-8 Unheaded schedule row 53213-9; 106; 25; 4; 4; 3-2; 3-2 Unheaded schedule row 6308-1; 106; 00; 5; 5; 0-9; 1-0 Unheaded schedule row 63115-2; 72; 10; 1; 1; 12-8 Unheaded schedule row 930+44 more