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 it134
- 17+26.35 stationSTATIONp1 · p01_r06 table
- 189.76 ftPGL ELEV.p1 · p01_r06 table
- 17+81.35 stationSTATIONp1 · p01_r06 table
- 190.50 ftPGL ELEV.p1 · p01_r06 table
- 18+63.35 stationSTATIONp1 · p01_r06 table
- 190.59 ftPGL ELEV.p1 · p01_r06 table
- 19+18.35 stationSTATIONp1 · p01_r06 table
- 189.96 ftPGL ELEV.p1 · p01_r06 table
- 17+19.65 stationSTATIONp1 · p01_r06 table
- 189.60 ftPGL ELEV.p1 · p01_r06 table
- 17+74.65 stationSTATIONp1 · p01_r06 table
- 190.42 ftPGL ELEV.p1 · p01_r06 table
- 18+56.65 stationSTATIONp1 · p01_r06 table
- 190.61 ftPGL ELEV.p1 · p01_r06 table
- 19+11.65 stationSTATIONp1 · p01_r06 table
- 190.05 ftPGL ELEV.p1 · p01_r06 table
- 192'-0" ftTotal length of bridgenot attributedp1 · p01_r07 plan
- 55'-0" ftLeft spannot attributedp1 · p01_r07 plan
- 82'-0" ftCentral spannot attributedp1 · p01_r07 plan
- 55'-0" ftRight spannot attributedp1 · p01_r07 plan
- 55'-0" ftSPAN Inot attributedp4 · p04_r01 deck plan
- 43'-7" ftOUT TO OUTnot attributedp7 · p07_r01
- 40'-0" ftGUTTER TO GUTTERnot attributedp7 · p07_r01
- 34'-0" ftLEFT GUTTER TO CENTERLINEnot attributedp7 · p07_r01
- 22'-0" ftTOP WIDTHnot attributedp7 · p07_r01
- 14'-2 1/2" ftOVERHANG DIMnot attributedp7 · p07_r01
- 7'-6" ftBEAM SPACING (typ)not attributedp7 · p07_r01
- 3'-0" ftMIN. DECK OPENINGnot attributedp7 · p07_r01
- 4 3/8" inWALL/BEAM EDGE DIMnot attributedp7 · p07_r01
- 34'-0" ftOverall lengthnot attributedp8 · p08_r01
- 6'-8" ftTop right offsetnot attributedp8 · p08_r01
- 1'-1" ftRightmost clearancenot attributedp8 · p08_r01
- 1'-8" ftLeft offsetnot attributedp8 · p08_r01
- 43'-7" ftOUT TO OUTnot attributedp9 · p09_r02
- 40'-0" ftGUTTER TO GUTTERnot attributedp9 · p09_r02
- 34'-0" ftunlabellednot attributedp9 · p09_r02
- 22'-0" ftunlabellednot attributedp9 · p09_r02
- 1'-8" ft1'-8"not attributedp9 · p09_r02
- 1'-8" ft1'-8"not attributedp9 · p09_r02
- 8" in8"not attributedp9 · p09_r02
- 3'-0" ft3'-0" MIN. TYP.not attributedp9 · p09_r02
- 1/4" in1/4"not attributedp9 · p09_r05
- 1/2" in1/2"not attributedp9 · p09_r05
- 3/4" in3/4"not attributedp9 · p09_r05
- 82'-0" ft-inSPAN LENGTHnot attributedp11 · p11_r01 notes
- 80'-11 5/8" ft-inBEAM LENGTHnot attributedp11 · p11_r01 notes
- 40'-5 13/16" ft-in40'-5 13/16"not attributedp11 · p11_r01 notes
- 11 13/16" in11 13/16"not attributedp11 · p11_r01 notes
- 2-5502-550 AT EACH LOCATIONnot attributedp11 · p11_r01 notes
- 2-6502-650 AT EACH LOCATIONnot attributedp11 · p11_r01 notes
- 2-4502-450not attributedp11 · p11_r01 notes
- 13-350 AT 6"13-350 AT 6"not attributedp11 · p11_r01 notes
- 2 1/2" in2 1/2"not attributedp11 · p11_r01 notes
- 3 SPACES AT 2"3 SPACES AT 2"not attributedp11 · p11_r01 notes
- 16 inBent 1 - Wp12 · p12_r07 table
- 12 inBent 1 - Lp12 · p12_r07 table
- 4 inBent 1 - Tp12 · p12_r07 table
- 3Bent 1 - Number of internal plate(s)p12 · p12_r07 table
- 3/8 inBent 1 - Design shear deflectionp12 · p12_r07 table
- 55 kipsBent 1 - Dead loadp12 · p12_r07 table
- 63 kipsBent 1 - Live load (no impact)p12 · p12_r07 table
- 118 kipsBent 1 - Total design loadsp12 · p12_r07 table
- 1/4 inBeveled shim plate Tip12 · p12_r07 table
- 1/2 inBeveled shim plate T2p12 · p12_r07 table
- 16 inBent 2 BACK - Wp12 · p12_r07 table
- 12 inBent 2 BACK - Lp12 · p12_r07 table
- 4 inBent 2 BACK - Tp12 · p12_r07 table
- 3Bent 2 BACK - Number of internal plate(s)p12 · p12_r07 table
- 0 inBent 2 BACK - Design shear deflectionp12 · p12_r07 table
- 47 kipsBent 2 BACK - Dead loadp12 · p12_r07 table
- 61 kipsBent 2 BACK - Live load (no impact)p12 · p12_r07 table
- 108 kipsBent 2 BACK - Total design loadsp12 · p12_r07 table
- 18 inBent 2 AHEAD - Wp12 · p12_r07 table
- 10 inBent 2 AHEAD - Lp12 · p12_r07 table
- 1 3/4 inBent 2 AHEAD - Tp12 · p12_r07 table
- 1Bent 2 AHEAD - Number of internal plate(s)p12 · p12_r07 table
- 0 inBent 2 AHEAD - Design shear deflectionp12 · p12_r07 table
- 79 kipsBent 2 AHEAD - Dead loadp12 · p12_r07 table
- 71 kipsBent 2 AHEAD - Live load (no impact)p12 · p12_r07 table
- 150 kipsBent 2 AHEAD - Total design loadsp12 · p12_r07 table
- 18 inBent 3 BACK - Wp12 · p12_r07 table
- 10 inBent 3 BACK - Lp12 · p12_r07 table
- 1 3/4 inBent 3 BACK - Tp12 · p12_r07 table
- 1Bent 3 BACK - Number of internal plate(s)p12 · p12_r07 table
- 1/2 inBent 3 BACK - Design shear deflectionp12 · p12_r07 table
- 79 kipsBent 3 BACK - Dead loadp12 · p12_r07 table
- 71 kipsBent 3 BACK - Live load (no impact)p12 · p12_r07 table
- 150 kipsBent 3 BACK - Total design loadsp12 · p12_r07 table
- 16 inBent 3 AHEAD - Wp12 · p12_r07 table
- 12 inBent 3 AHEAD - Lp12 · p12_r07 table
- 4 inBent 3 AHEAD - Tp12 · p12_r07 table
- 3Bent 3 AHEAD - Number of internal plate(s)p12 · p12_r07 table
- 1/2 inBent 3 AHEAD - Design shear deflectionp12 · p12_r07 table
- 47 kipsBent 3 AHEAD - Dead loadp12 · p12_r07 table
- 61 kipsBent 3 AHEAD - Live load (no impact)p12 · p12_r07 table
- 108 kipsBent 3 AHEAD - Total design loadsp12 · p12_r07 table
- 16 inBent 4 - Wp12 · p12_r07 table
- 12 inBent 4 - Lp12 · p12_r07 table
- 4 inBent 4 - Tp12 · p12_r07 table
- 3Bent 4 - Number of internal plate(s)p12 · p12_r07 table
- 7/8 inBent 4 - Design shear deflectionp12 · p12_r07 table
- 55 kipsBent 4 - Dead loadp12 · p12_r07 table
- 63 kipsBent 4 - Live load (no impact)p12 · p12_r07 table
- 118 kipsBent 4 - Total design loadsp12 · p12_r07 table
- 1/2 inBeveled shim plate Ti (Bent 4)p12 · p12_r07 table
- 1/4 inBeveled shim plate T2 (Bent 4)p12 · p12_r07 table
- 139Minimum tip elevation at Bent ILp13 · p13_r09 plan driving objective
- 125Minimum tip elevation at Bent IRp13 · p13_r09 plan driving objective
- 42'-6"PLAN LEFT LENGTHnot attributedp14 · p14_r01
- 42'-6"PLAN RIGHT LENGTHnot attributedp14 · p14_r01
- 42'-6"TOTAL PLAN LENGTH LEFTnot attributedp14 · p14_r01
- 42'-6"TOTAL PLAN LENGTH RIGHTnot attributedp14 · p14_r01
- 119Tip elevation (Bent 2L)p14 · p14_r05
- 118Tip elevation (Bent 2R)p14 · p14_r05
- 1PILE NO.not attributedp18 · p18_r07 footing 1
- 2PILE NO.not attributedp18 · p18_r07 footing 1
- 3PILE NO.not attributedp18 · p18_r07 footing 1
- 4PILE NO.not attributedp18 · p18_r07 footing 1
- 5PILE NO.not attributedp18 · p18_r07 footing 1
- 6PILE NO.not attributedp18 · p18_r07 footing 1
- 7PILE NO.not attributedp18 · p18_r07 footing 1
- 8PILE NO.not attributedp18 · p18_r07 footing 1
- 9PILE NO.not attributedp18 · p18_r07 footing 1
- 10PILE NO.not attributedp18 · p18_r07 footing 1
- 11PILE NO.not attributedp18 · p18_r07 footing 1
- 12PILE NO.not attributedp18 · p18_r07 footing 1
- 11-2 FT. IN.Bent 2 Left - LENGTHp20 · p20_r01 table
- 48Bent 2 Left - NO. BARS REQ'Dp20 · p20_r01 table
- 4-5 FT. IN.Bent 2 Left - LENGTHp20 · p20_r01 table
- 44Bent 2 Left - NO. BARS REQ'Dp20 · p20_r01 table
- 11-2 FT. IN.Bent 3 Left - LENGTHp20 · p20_r01 table
- 56Bent 3 Left - NO. BARS REQ'Dp20 · p20_r01 table
- 4-5 FT. IN.Bent 3 Left - LENGTHp20 · p20_r01 table
- 44Bent 3 Left - NO. BARS REQ'Dp20 · p20_r01 table
Notes on the sheets that carry it
- p1APPROXIMATE EXISTING GROUNDLINE
- p1FUTURE GROUNDLINE
- p1FUTURE TRACK
- p1EXISTING TRACK
- p1FUTURE ACCESS ROAD
- p1TO BE REMOVED
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1CHAIN LINK WIRE FENCE, TYP.
- p2GA STD. 3054 (9-30-02)
- p2GA STD. 3901 (8-69)
- p2GA STD. 9031 IN (8-13-85)
- p2GA STD. 9037 (9-99)
- p2EACH BRIDGE CONSISTS OF
- p3SURVEY DATED SEPTEMBER 18, 2024
- p3SURVEYED TOP OF RAIL ELEVATIONS ON EXISTING CENTRAL OF RAILROAD COMPANY EXISTING TRAIL
- p3EXISTING TRACK ALIGNMENT
- p63'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
- p6"8" FILLET, TYP.
- p6"10" CONCRETE DIAPHRAGM, TYP.
- p6END POST
- p6FENCE POST SPACING
- p6PGL WESTBOUND
- p6PGL EASTBOUND
- p7DIMENSION 'D' IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY 'D' BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.
- p7MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4" BETWEEN BEAMS AND 8" IN THE OVERHANGS.
- p7FENCE NOT SHOWN, TYP.
- p73/4" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.
- p7NOTE: BEARING PADS NOT SHOWN
- p7POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.
- p7SR 21 WB = PGL
- p7"D" = 8 3/4" INTERIOR BEAMS
- p7"D" = 9 1/8" EXTERIOR BEAMS
- p7REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
- p8WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS
- p8SLAB REINFORCEMENT NOT SHOWN
- p8BEARING PAD NOT SHOWN
- p81/2" PREFORMED JOINT FILLER
- p8SCALE: 3/4" = 1'-0"
- p8FENCE NOTES:
- p81. FENCE SHALL BE 9 GAUGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r01 planPlan
- BentBent 1×1rectangularreinforced concrete
- BentBent 2×1rectangularreinforced concrete
- BentBent 3×1rectangularreinforced concrete
- BentBent 4×1rectangularreinforced concrete
192'-0" ft Total Length of BridgeSTA. 17+23.00 station STA. 17+23.00STA. 17+29.07 station STA. 17+29.07STA. 19+08.93 station STA. 19+08.93STA. 19+15.00 station STA. 19+15.0074'-7 5/16" ft 74'-7 5/16"40'-0" ft 40'-0"34'-0" ft 34'-0"+2 more
p01_r06 tableTable
- BentBENT 1 (LEFT)×1rectangular (table cell)
- BentBENT 2 (LEFT)×1rectangular (table cell)
- BentBENT 3 (LEFT)×1rectangular (table cell)
- BentBENT 4 (LEFT)×1rectangular (table cell)
- BentBENT 1 (RIGHT)×1rectangular (table cell)
- BentBENT 2 (RIGHT)×1rectangular (table cell)
- BentBENT 3 (RIGHT)×1rectangular (table cell)
- BentBENT 4 (RIGHT)×1rectangular (table cell)
17+26.35 station STATION189.76 ft PGL ELEV.17+81.35 station STATION190.50 ft PGL ELEV.18+63.35 station STATION190.59 ft PGL ELEV.19+18.35 station STATION189.96 ft PGL ELEV.+8 more
p01_r07 planSection
- Bent 1BENT 1×1rectangularreinforced concrete
- Bent 2BENT 2×1rectangularreinforced concrete
- Bent 3BENT 3×1rectangularreinforced concrete
- Bent 4BENT 4×1rectangularreinforced concrete
192'-0" ft Total length of bridge55'-0" ft Left span82'-0" ft Central span55'-0" ft Right span151.00 ft Elevation
p01_r01Plan
- BentBENT 1×1rectangularreinforced concrete
- BentBENT 2×1rectangularreinforced concrete
- BentBENT 3×1rectangularreinforced concrete
- BentBENT 4×1rectangularreinforced concrete
192'-0" ft TOTAL LENGTH OF BRIDGE
p01_r07Plan
- Bent 1Bent 1×1rectangular columnreinforced concrete
- Bent 2Bent 2×1rectangular columnreinforced concrete
- Bent 3Bent 3×1rectangular columnreinforced concrete
- Bent 4Bent 4×1rectangular columnreinforced concrete
192'-0" ft Total Length of Bridge55'-0" ft Segment 1 length82'-0" ft Segment 2 length55'-0" ft Segment 3 length151.00 ft EL
Page 2
p02_r02 typical fill detail at end of bridge gaNotes
- STEEL H PILE END BENTS×2end bentsteel (H-pile)with MSE wall abutments
- CONCRETE INTERMEDIATE BENTS×2bentconcrete
55'-0" ft BEAM SPAN LENGTH TYPE II PSC82'-0" ft BEAM SPAN LENGTH TYPE III PSC4'-3" ft-in END POST DETAIL LENGTH (option 1)1'-1" ft-in END POST DETAIL WIDTH (option 1)3'-6" ft-in END POST DETAIL HEIGHT (option 1)4'-6" ft-in END POST DETAIL LENGTH (option 2)1'-1" ft-in END POST DETAIL WIDTH (option 2)3'-6" ft-in END POST DETAIL HEIGHT (option 2)
p02_r02Schedule
- STEEL H-PILE END BENTS WITH MSE WALL ABUTMENTS×2H-pile end bentsteel (H-pile) and MSE wall abutments
- CONCRETE INTERMEDIATE BENTS×2rectangular columnreinforced concrete
55'-0" ft AASHTO TYPE II PSC BEAM SPAN82'-0" ft AASHTO TYPE III PSC BEAM SPAN4'-3" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 1 L1'-1" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 1 W3'-6" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 1 H4'-6" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 2 L1'-1" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 2 W3'-6" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 2 H
Page 3
p03_r01 elevations on existing central of gPlan
- B.F.P.R. BENT ILIL×1circle
- B.F.P.R. BENT 4L4L×1circle
- B.F.P.R. BENT 4R4R×1circle
81°-20'-05.0, TYP. N 83°-43'-21.7 E 304+50.00 302+50.00 303+00.00
p03_r01Plan
- B.F.P.R. BENT 1L×1circle
- B.F.P.R. BENT 1R×1circle
- B.F.P.R. BENT 4L×1circle
- B.F.P.R. BENT 4R×1circle
302+00.00 station STA. 302+00.002.5 LT OFFSETI60. ELEV302+50.00 station STA. 302+50.00303+00.00 station STA. 303+00.00303+50.00 station STA. 303+50.00304+00.00 station STA. 304+00.00304+50.00 station STA. 304+50.00
Page 4
p04_r01 deck planPlan
- B.F.P.R. BENT 1B.F.P.R. BENT 1×1bent
55'-0" ft SPAN I
p04_r01Plan
- B.F.P.R. BENT 1B.F.P.R. BENT 1×1bent
55'-0" ft SPAN I4'-6" ft END POST18'-4" ft FENCE POST SPACING40'-0" ft GUTTER TO GUTTER55'-0" ft OUT TO OUT1'-0" ft END POST
Page 6
p06_r01Plan
- B.F.P.R. BentB.F.P.R. BENT 4×1bend
55'-0" ft-in SPAN 36'-6" ft-in FENCE POST SPACING - SEG 19'-6" ft-in FENCE POST SPACING - SEG 29'-6" ft-in FENCE POST SPACING - SEG 39'-6" ft-in FENCE POST SPACING - SEG 417'-2 3/4" ft-in SPAN LENGTH A17'-5 1/4" ft-in SPAN LENGTH B52'-2 1/16" ft-in SPAN LENGTH C+2 more
Page 7
p07_r01 section thru slabSection
- PIER×4rectangular columnreinforced concretepiers under slab; spacing 7'-6" typical
- CONSTRUCTION JOINT×1jointconcreteparallel with deck, typ.
43'-7" ft-in OUT TO OUT40'-0" ft-in GUTTER TO GUTTER1'-8" ft-in EDGE LEFT OVERHANG8" in OVERHANG (left)7 3/4" in SLAB THICKNESS2 1/4" in CENTERLINE7'-6" ft-in SPACING BETWEEN BEAMS7'-6" ft-in PIER SPACING+2 more
p07_r03 400 bars in top of slab overDetail
- Intermediate Bent×2trapezoidalreinforced concrete
p07_r05 section thru slabSection
- Pier/ColumnrectangularSupports slab along length
2 % slab slope5 in spacing for 7-403A at equal spaces1 in diameter
p07_r06 8 typElevation
- pier×4trapezoidal/pedestalconcretebearing seats; bearings not shown
8 in Left abutment height8-404 8-4042 in Spacing (equal spaces)2 % Deck slope
p07_r01Cross Section
- PIER×5pier with bell bottomreinforced concrete
43'-7" ft OUT TO OUT40'-0" ft GUTTER TO GUTTER34'-0" ft LEFT GUTTER TO CENTERLINE22'-0" ft TOP WIDTH14'-2 1/2" ft OVERHANG DIM7'-6" ft BEAM SPACING (typ)3'-0" ft MIN. DECK OPENING7 3/4" in SLAB THICKNESS+3 more
p07_r03Section
- pier×2rectangular with pedestalreinforced concreteintermediate bent(s)
58-600 58-600 spacing note
p07_r05Section
- pier×5rectangularreinforced concretebents/pier supports along bottom
5" in left end spacing5" in right end spacing2% percent slope
Page 8
p08_r03 section at endwallSection
- End BentEND BENT 1×1rectangular with bendreinforced concrete
12 in Top dimension segment1'-6" in Top dimension segment8" in Top dimension segment10 in Vertical dimension9 in Vertical dimension12 in Vertical dimension1/4" in Corner radius3 1/2" in Clearance min.
p08_r01Section
- End Bent×1bentShown at end/beginning of barrier in section
34'-0" ft Overall length3'-0" ft Left endwall width6'-8" ft Top right offset1'-1" ft Rightmost clearance1'-8" ft Left offset1'-6" ft Endwall offset2 7/8" in Pull post diameter4" in Pipe sleeve diameter+1 more
p08_r03Section
- End Bent×1irregular (L-shaped) / bentreinforced concrete
12" Top dimension left1'-6" Top dimension middle8" Top dimension right10" Overall left vertical9" Inner vertical step2" Left side clearance3/4" = 1'-0" Scale
Page 9
p09_r02 section thru slabSection
- Pier×6rectangularreinforced concreteSupports deck; spaced along section between abutments
43'-7" ft-in 43'-7"22'-0" ft-in 22'-0"40'-0" ft-in 40'-0"34'-0" ft-in 34'-0"6'-0" ft-in 6'-0"7'-6" ft-in 7'-6"3'-0" ft-in 3'-0"1'-8" ft-in 1'-8"
p09_r03 section thru edge beamSection
- BentBENT 2×1bent/cornerreinforced concrete
- BentBENT 3×1bent/cornerreinforced concretesimilar
8" in 8"1'-0 1/2" ft 1'-0 1/2"4" in 4" CL.3'-0" ft 3'-0"1'-0" ft 1'-0"3/4" in SCALE
p09_r06 face of beam typSection
- Bent/Pier×4pierconcrete
8-404 8-404 AT EQUAL SPACES2 in Left spacing2 in Right spacing2-800 Edge beam tag
p09_r02Section
- Pier×6rectangular column with basereinforced concrete
43'-7" ft OUT TO OUT40'-0" ft GUTTER TO GUTTER34'-0" ft22'-0" ft1'-8" ft 1'-8"1'-8" ft 1'-8"8" in 8"7'-6" ft 7'-6"+1 more
p09_r05Detail
- Construction joint×1lineconcreteTYP.
3/4" = 1'-0" SCALE1/4" in 1/4"1/2" in 1/2"3/4" in 3/4"1/4" in ROUND TO
p09_r06Section
- Bent / PierI-508×1pierreinforced concrete
- Bent / PierI-509×1pierreinforced concrete
- Bent / PierI-801×1pierreinforced concrete
- Bent / PierI-802×1pierreinforced concrete
2 in left spacing2 in right spacing2 % slope
Page 11
p11_r01 notesElevation
- BentBENT 2×1rectangularreinforced concrete
- BentBENT 3×1rectangularreinforced concrete
82'-0" ft-in SPAN LENGTH80'-11 5/8" ft-in BEAM LENGTH40'-5 13/16" ft-in 40'-5 13/16"11 13/16" in 11 13/16"2-550 2-550 AT EACH LOCATION2-650 2-650 AT EACH LOCATION2-450 2-45013-350 AT 6" 13-350 AT 6"+2 more
p11_r12 bevel detailsDetail
- Bent×1dashed diagonal lineunknown
p11_r01Elevation
- BentBENT 2×1rectangular
- BentBENT 3×1rectangular
82'-0" ft SPAN LENGTH80'-11 5/8" ft BEAM LENGTH
p11_r12Detail
- BENT×1dashed diagonal lineunknown
Page 12
p12_r03 section a aPlan
- Bent 1BENT 1×1rectangularreinforced concreteShown in plan
- Bent 4BENT 4×1rectangularreinforced concreteSimilar to Bent 1
3 in Bearing pad hole diameter3 in Beveled shim plate hole diameter3/16 in Sealing rib thickness
p12_r07 tableTable
- Bent1×1rectangular
- Bent2 BACK×1rectangular
- Bent2 AHEAD×1rectangular
- Bent3 BACK×1rectangular
- Bent3 AHEAD×1rectangular
- Bent4×1rectangular
16 in Bent 1 - W12 in Bent 1 - L4 in Bent 1 - T3 Bent 1 - Number of internal plate(s)3/8 in Bent 1 - Design shear deflection55 kips Bent 1 - Dead load63 kips Bent 1 - Live load (no impact)118 kips Bent 1 - Total design loads+44 more
Page 13
p13_r09 plan driving objectiveNotes
- Bent ILIL×1
- Bent IRIR×1
212 kips Maximum factored axial loadHP 12 x 53 Pile type326 kips Driving resistance target139 Minimum tip elevation at Bent IL125 Minimum tip elevation at Bent IR
p13_r01Plan
- Bent I RightBENT I RIGHT×1n/an/a
- Bent I LeftBENT I LEFT×1n/an/a
Page 14
p14_r01 planPlan
- bentC BENT×2curvedreinforced concretetwo bends shown in plan
42'-6" ft PLAN LENGTH (LEFT)6'-0" ft LEFT END DIMENSION22'-0" ft TOP DIMENSION17+8.35 STA. 17+8.3517+74.65 STA. 17+74.652'-3 3/8" ft 2'-3 3/8"
p14_r02 title blockElevation
- BENTBENT 2×1frame/bentreinforced concreteleft looking ahead
p14_r04 title blockElevation
- INTERMEDIATE BENT 2×1text
1/4" = 1'-0" SCALEMAY 2025 DATE
p14_r01Plan
- BENT×2rectangularBent locations (2 visible)
42'-6" PLAN LEFT LENGTH42'-6" PLAN RIGHT LENGTH6'-0" EDGE TO BEAM 17'-7/16" BEAM SPACING 17'-7/16" BEAM SPACING 27'-7/16" BEAM SPACING 37'-7/16" BEAM SPACING 47'-7/16" BEAM SPACING 5+9 more
p14_r02Elevation
- Bent×1rectangularreinforced concreteBENT 2 LEFT LOOKING AHEAD
25'-0" ft Main span length8'-9" ft Left bay width3'-2" ft Between-columns distance11'-0" ft Pile cap / footing width
p14_r05Notes
- BentBent 2L×1bent
- BentBent 2R×1bent
HP 12 x 53 Pile size237 kips Maximum factored axial load365 kips Driving resistance119 Tip elevation (Bent 2L)118 Tip elevation (Bent 2R)
Page 15
p15_r02 title blockDetail
- BentBENT 3 LEFT×1rectangularreinforced concretePlan view of Bent 3 Left
- BentBENT 3 RIGHT×1rectangularreinforced concretePlan view of Bent 3 Right
p15_r02Plan
- BentBent 3 Left×1rectangular (plan view)
- BentBent 3 Right×1rectangular (plan view)
p15_r04Notes
- BentBentBent 3L and Bent 3R referenced in plan notes.
222 kips Maximum factored axial load342 kips Driving resistance115 Minimum tip elevationI14 Minimum tip elevation
Page 16
p16_r01 section a aSection
- BentBENT×1rectangularconcretedimension line indicates section through a bent member
4'-3" ft-in TOTAL_WIDTH_TOP2'-1/2" ft-in CENTER_SPAN_LEFT2'-1/2" ft-in CENTER_SPAN_RIGHT11 1/2" in TOP_DIMENSION_SPLIT2" in MIN_CLEARANCE_HORIZ4'-0" ft-in MIN_CL_LEFT9" in EDGE_COLUMN_SPACING
p16_r02Plan
- BentBENT 2×1rectangularreinforced concretelocated at left side of footing
- BentBENT 3×1rectangularreinforced concretelocated at right side of footing
4'-3" 4'-3"2'-1/2" 2'-1/2"1'-2" 1'-2"4'-0" MIN. 4'-0" MIN.9" 9"13'-0" 13'-0"5'-3" 5'-3"1'-3" 1'-3"+1 more
p16_r08Plan
- BENT 2×1rectangleconcrete
11'-6" 1'-3" 4'-6" 4'-6" 1'-3" 11'-6" 4'-6" 4'-6"+2 more
Page 17
p17_r08 title blockTitle Block
- End Bent×1textconcreteEND BENT 4
1/4" = 1'-0" scale SCALE35-0017 DRAWING NO.17 OF 21 BRIDGE SHEETMAY 2025 DATE4 END BENTSR 21 @ NS #620272Y PROJECTJENKINS COUNTY COUNTY
p17_r02Elevation
- pier / bentrectangularreinforced concreteInterior piers/bents along the deck; typical spacing shown.
189.42 ft EL. 189.42189.50 ft EL. 189.50186.04 ft EL. 186.04185.93 ft EL. 185.93185.80 ft EL. 185.80185.67 ft EL. 185.67185.53 ft EL. 185.53185.37 ft EL. 185.37+4 more
p17_r09Notes
- Bent×2bent
2I2 KIPS maximum factored axial load326 KIPS driving resistance122 minimum tip elevation (Bent 4L)144 minimum tip elevation (Bent 4R)
Page 18
p18_r01 footing 3Detail
- BentBENT 1 LEFT×1rectangular slenderreinforced concrete
- BentBENT 2 LEFT×1rectangular slenderreinforced concrete
- BentBENT 3 LEFT×1rectangular slenderreinforced concrete
- BentBENT 4 LEFT×1rectangular slenderreinforced concrete
- BentBENT 1 RIGHT×1rectangular slenderreinforced concrete
- BentBENT 2 RIGHT×1rectangular slenderreinforced concrete
- BentBENT 3 RIGHT×1rectangular slenderreinforced concrete
- BentBENT 4 RIGHT×1rectangular slenderreinforced concrete
p18_r03 footing 3Table
- Bent×1rectangular3 RIGHT
1 PILE NO.2 PILE NO.3 PILE NO.4 PILE NO.5 PILE NO.6 PILE NO.7 PILE NO.8 PILE NO.+4 more
p18_r04 elevationTable
- Bent 4 Left4 LEFT×1rectangularreinforced concrete
- Bent 4 Right4 RIGHT×1rectangularreinforced concrete
p18_r06 elevationTable
- BENTI LEFT×1rectangularreinforced concrete
- BENTI RIGHT×1rectangularreinforced concrete
1 PILE NO. 12 PILE NO. 23 PILE NO. 34 PILE NO. 45 PILE NO. 56 PILE NO. 67 PILE NO. 78 PILE NO. 8+4 more
p18_r07 footing 1Table
- Bent2 LEFT×1
1 PILE NO.2 PILE NO.3 PILE NO.4 PILE NO.5 PILE NO.6 PILE NO.7 PILE NO.8 PILE NO.+4 more
p18_r09 footing 1Table
- Bent×13 LEFT
1 PILE NO.2 PILE NO.3 PILE NO.4 PILE NO.5 PILE NO.6 PILE NO.7 PILE NO.8 PILE NO.+4 more
p18_r01Plan
- Bent 1 LeftBENT 1 LEFT×1rectangularreinforced concrete
- Bent 2 LeftBENT 2 LEFT×1rectangularreinforced concrete
- Bent 3 LeftBENT 3 LEFT×1rectangularreinforced concrete
- Bent 4 LeftBENT 4 LEFT×1rectangularreinforced concrete
- Bent 4 RightBENT 4 RIGHT×1rectangularreinforced concrete
- Bent 2 RightBENT 2 RIGHT×1rectangularreinforced concrete
- Bent 3 RightBENT 3 RIGHT×1rectangularreinforced concrete
- Bent 7 RightBENT 7 RIGHT×1rectangularreinforced concrete
p18_r03Table
- Bent3 RIGHT×1
1 PILE NO.2 PILE NO.3 PILE NO.4 PILE NO.5 PILE NO.6 PILE NO.7 PILE NO.8 PILE NO.+4 more
p18_r04Table
- BENT4 LEFT×1rectangularreinforced concrete
- BENT4 RIGHT×1rectangularreinforced concrete
p18_r06Table
- BentI LEFT×1rectangularBent on left side
- BentI RIGHT×1rectangularBent on right side
1 PILE NO.2 PILE NO.3 PILE NO.4 PILE NO.5 PILE NO.6 PILE NO.7 PILE NO.8 PILE NO.+16 more
p18_r08Table
- Bent×1
1 PILE NO.2 PILE NO.3 PILE NO.4 PILE NO.5 PILE NO.6 PILE NO.7 PILE NO.8 PILE NO.+4 more
p18_r09Table
- Bent×1Bent 3 Left
1 PILE NO.2 PILE NO.3 PILE NO.4 PILE NO.5 PILE NO.6 PILE NO.7 PILE NO.8 PILE NO.+4 more
Page 19
p19_r01 tableSchedule
- Bent I Left×1text
54 ft LENGTH FT.8 in LENGTH IN.112 bars NO. BARS REQ'D60 ft LENGTH FT.0 in LENGTH IN.107 bars NO. BARS REQ'D23 ft LENGTH FT.8 in LENGTH IN.+7 more
p19_r03 tableTable
- Bent 1 LeftBENT 1 LEFT×1rectangularreinforcement bar
Page 20
p20_r01 tableSchedule
- Bent 2 LeftBENT 2 LEFT×1rectangularreinforced concrete
- Bent 3 LeftBENT 3 LEFT×1rectangularreinforced concrete
11-2 FT. IN. Bent 2 Left - LENGTH48 Bent 2 Left - NO. BARS REQ'D4-5 FT. IN. Bent 2 Left - LENGTH44 Bent 2 Left - NO. BARS REQ'D11-2 FT. IN. Bent 3 Left - LENGTH56 Bent 3 Left - NO. BARS REQ'D4-5 FT. IN. Bent 3 Left - LENGTH44 Bent 3 Left - NO. BARS REQ'D
p20_r04 tableSchedule
- BentBENT 3 LEFT×1rectangularreinforced concretevisible bent label
- BentBENT 4 LEFT×1rectangularreinforced concretevisible bent label
Page 21
p21_r01 tableSchedule
- BENT 1 RIGHT×1rectangularreinforced concretebent location label at bottom left
- BENT 2 RIGHT×1rectangularreinforced concretebent location label on right side
- BENT 3 RIGHT×1rectangularreinforced concretebent location label at lower part of right side
54-8 FT IN 400C LENGTH112 BARS 400C NO. BARS REQ'D
p21_r04 tablePlan
- BentBENT 1 RIGHT×1
- BentBENT 3 RIGHT×1
- BentBENT 4 RIGHT×1