Matched toPile Capbridge.foundation_system.deep_foundation.pile_capon “Pile Cap”
| The class asks for | Value | How | From |
|---|---|---|---|
| LengthLwants m/mm | 16550 mmThe abutment cross-section explicitly labels the pile-cap length as 16550, and the abutment and pier cross-sections identify the pile-cap/abutment layout overall width as 16550. This is the common transverse pile-cap dimension for the abutment and pier caps. | read | p3 · p03_r01p3 · p03_r01 cross section of deck and pile group at abutments a1 a2p3 · p03_r02 cross section of deck and pile group at pier p1 |
| WidthWwants m/mm | 12300 (abutment pile caps); 5100 (P1 pier pile caps) mmThe elevation explicitly gives abutment pile-cap overall width as 12300 and pier P1 pile-cap overall width as 5100. The item includes both abutment and pier pile-cap instances, so the longitudinal width varies by support type. | read | p2 · p02_r01p2 · p02_r01 elevation of bridge superstructurep2 · pier_p1 |
| ThicknessTwants m/mm | 1800 mmAbutment caps: PCTL 508.655 - PCBL 506.855 = 1.800 m = 1800 mm (A1); PCTL 511.391 - PCBL 509.591 = 1.800 m = 1800 mm (A2). Pier caps: PCTL 503.316 - PCBL 501.516 = 1.800 m = 1800 mm.The abutment and pier PCTL/PCBL levels each give an 1.800 m pile-cap depth. The pier section also directly labels the RCC pilecap vertical dimension/depth as 1800. | derived | p3 · p03_r01p3 · p03_r02p2 · pier_p1p2 · p02_r04 section b b |
| Instance CountNwants count | 6 countAbutment pile caps: A1 L/S + A1 R/S + A2 L/S + A2 R/S = 4. Pier pile caps: P1 L/S + P1 R/S = 2. Total = 4 + 2 = 6 pile caps.The abutment section identifies pile-cap locations A1 L/S, A2 L/S, A1 R/S, and A2 R/S. The pier section shows separate P1 pile caps for the left-side and right-side carriageways. | derived | p3 · p03_r01 cross section of deck and pile group at abutments a1 a2p3 · p03_r02 cross section of deck and pile group at pier p1 |
| Concrete Gradefck | not establishedThe readings indicate that a concrete-grade note exists, but its grade values are cropped/truncated and no concrete grade is stated for the pile caps. | not found | |
| Top LevelTOLwants m | 508.655 (A1 L/S and A1 R/S); 511.391 (A2 L/S and A2 R/S); 503.316 (P1 L/S and P1 R/S) mPCTL denotes pile-cap top level. The readings explicitly provide PCTL values for the A1, A2, and P1 pile caps; levels vary by support location. | read | p3 · p03_r01p3 · p03_r01 cross section of deck and pile group at abutments a1 a2p3 · p03_r02p3 · p03_r02 cross section of deck and pile group at pier p1 |
Worked out by openai/gpt-5.6-terra-pro from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.
How the sheets named it
Every dimension read for it68
- 80000Right-of-way widthnot attributedp1 · p01_r02
- 40000Right-of-way widthnot attributedp1 · p01_r02
- 2900Median widthnot attributedp1 · p01_r02
- 1275Median-side offsetnot attributedp1 · p01_r02
- 12300pile cap lengthp2 · p02_r05
- 40000(SQ) 46188(SK) mmHorizontal dimensionnot attributedp2 · p02_r01
- 46000(SK) 46188(SK) mmHorizontal dimensionnot attributedp2 · p02_r01
- 37761(SQ) 43602(SK) mmHorizontal dimensionnot attributedp2 · p02_r01
- 37761(SQ) 43602(SK) mmHorizontal dimensionnot attributedp2 · p02_r01
- 1170(SQ) 1350(SK) mmDistance at pierp2 · p02_r01
- 1170(SQ) 1350(SK) mmDistance at pierp2 · p02_r01
- 1200 (min.) mmMinimum vertical distance to HFLnot attributedp2 · p02_r01
- 506.000m mLWLnot attributedp2 · p02_r01
- 750 mmAbutment pile-cap end projectionp2 · p02_r01
- 3600 mmAbutment pile spacingp2 · p02_r01
- 12300 mmAbutment pile-cap overall widthp2 · p02_r01
- 750 mmPier pile-cap end projectionp2 · p02_r01
- 3600 mmPier pile spacingp2 · p02_r01
- 5100 mmPier pile-cap overall widthp2 · p02_r01
- 64+406.385 km.Chainage LHSp2 · p02_r01
- 64+417.675 km.Chainage RHSp2 · p02_r01
- 519.033 mFRL LHSp2 · p02_r01
- 519.217 mFRL RHSp2 · p02_r01
- 503.816 mGround level LHSp2 · p02_r01
- 503.883 mGround level RHSp2 · p02_r01
- 1170(SQ)horizontal dimension from C OF BRG.not attributedp2 · pier_p1
- 1350(SK)horizontal dimension from C OF BRG.not attributedp2 · pier_p1
- 1170(SQ)horizontal dimension from C OF BRG.not attributedp2 · pier_p1
- 1350(SK)horizontal dimension from C OF BRG.not attributedp2 · pier_p1
- 1800pilecap vertical dimensionp2 · pier_p1
- 750pilecap end horizontal dimensionp2 · pier_p1
- 750pilecap end horizontal dimensionp2 · pier_p1
- 5100pilecap overall widthp2 · pier_p1
- 40000(SQ) 46188(SK)span dimensionnot attributedp2 · p02_r01 elevation of bridge superstructure
- 46000(SK) 46188(SK)span dimensionnot attributedp2 · p02_r01 elevation of bridge superstructure
- 37761(SQ) 43602(SK)bridge dimensionnot attributedp2 · p02_r01 elevation of bridge superstructure
- 37761(SQ) 43602(SK)bridge dimensionnot attributedp2 · p02_r01 elevation of bridge superstructure
- 1170(SQ) 1350(SK)dimensionp2 · p02_r01 elevation of bridge superstructure
- 1170(SQ) 1350(SK)dimensionp2 · p02_r01 elevation of bridge superstructure
- 1200 mmHFLnot attributedp2 · p02_r01 elevation of bridge superstructure
- 506.000 mLWLnot attributedp2 · p02_r01 elevation of bridge superstructure
- 750pile cap end dimensionp2 · p02_r01 elevation of bridge superstructure
- 3600pile spacingp2 · p02_r01 elevation of bridge superstructure
- 5100pile cap overall dimensionp2 · p02_r01 elevation of bridge superstructure
- 750pile cap end dimensionp2 · p02_r01 elevation of bridge superstructure
- 64+406.385chainagep2 · p02_r01 elevation of bridge superstructure
- 64+417.675chainagep2 · p02_r01 elevation of bridge superstructure
- 519.033 mFRL main carriagewayp2 · p02_r01 elevation of bridge superstructure
- 519.217 mFRL main carriagewayp2 · p02_r01 elevation of bridge superstructure
- 503.816 mground level main carriagewayp2 · p02_r01 elevation of bridge superstructure
- 503.883 mground level main carriagewayp2 · p02_r01 elevation of bridge superstructure
- 1170(SQ)Offset from C OF BRG.p2 · p02_r04 section b b
- 1350(SK)Offset from C OF BRG.p2 · p02_r04 section b b
- 1170(SQ)Offset from C OF BRG.p2 · p02_r04 section b b
- 1350(SK)Offset from C OF BRG.p2 · p02_r04 section b b
- 1500Pier-cap vertical dimensionp2 · p02_r04 section b b
- 750Pier-cap vertical dimensionp2 · p02_r04 section b b
- 750Pier-cap vertical dimensionp2 · p02_r04 section b b
- 3640(SQ)Pier-cap widthp2 · p02_r04 section b b
- 4203(SK)Pier-cap widthp2 · p02_r04 section b b
- 1500Column pier widthp2 · p02_r04 section b b
- 1800Pilecap depthp2 · p02_r04 section b b
- 750Pile spacing/end offsetp2 · p02_r04 section b b
- 3600Pile spacingp2 · p02_r04 section b b
- 750Pile spacing/end offsetp2 · p02_r04 section b b
- 5100Pilecap widthp2 · p02_r04 section b b
- 1200Bored pile diameterp2 · p02_r04 section b b
- 12300overall pile cap lengthp2 · p02_r05 section a a
Notes on the sheets that carry it
- p2POT-PTFE BEARING (TYP.)
- p2RCC SEISMIC STOPPER
- p2STONE PITCHING
- p2INDEPENDENT RETAINING WALL
- p2600 THK. FILTER MEDIA
- p21200 DIA BORED CAST-IN-SITU PILES
- p2300 THK. APPROACH SLAB
- p2150 THK. PCC LEVELING COURSE
- p2RCC CRASH BARRIER
- p2LAUNCHING APRON
- p2RCC COLUMN PIER (TYP.)
- p2DECK CONTINUITY
- p2PRECAST PSC GIRDER (TYP.)
- p2WALL TYPE ABUTMENT
- p21200φ RCC CAST IN SITU PILE (TYP.)
- p21. ALL DIMENSIONS ARE IN MILL... OTHERWISE SPECIFIED.
- p22. DIMENSIONS ARE NOT TO BE ... FOLLOWED.
- p23. THIS DRAWING SHALL BE RE... ALIGNMENT DRAWINGS.
- p24. THE BRIDGE HAS BEEN DES... CLASS 70R + TWO LANE OF 70R OR SV LOADING WHICH...
- p25. GRADE OF CONCRETE FOR VA... FOLLOWS:-
- p2• PSC PRECAST GIRDER -
- p2• R.C.C. CAST IN SITU DEC...
- p2• R.C.C. END CROSS GIRDER -
- p2• R.C.C. INTERMEDIATE CROS...
- p2• BEARING PEDESTAL -
- p2RCC CRASH BARRIER FRL
- p2RCC COLUMN PIER
- p2RCC PILECAP
- p2CHAMFER 25X25
- p21. ALL DIMENSIONS ARE IN M
- p2OTHERWISE SPECIFIED.
- p23. THIS DRAWING SHALL BE RE
- p2ALIGNMENT DRAWINGS.
- p24. THE BRIDGE HAS BEEN DES
- p2CLASS 70R + TWO LANE O
- p270R OR SV LOADING WHICH
- p25. GRADE OF CONCRETE FOR
- p2FOLLOWS:-
- p2• R.C.C. CAST IN SITU DE
- p2• R.C.C. INTERMEDIATE C
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r02Plan
- Foundation pile cap / strip capskewed rectangularLong skewed foundation strips containing circular pile symbols are shown in the foundation-level half plan.
80000 Right-of-way width40000 Right-of-way width16550 Bridge width13500 Carriageway width1500 Footpath100 Footpath offset450 Edge dimension2900 Median width+21 more
Page 2
p02_r05Section
- Pile cap×1rectangularDashed outline beneath the abutment.
1070 (SQ.) offset to C OF BRG.1236 (SK.) offset to C OF BRG.80(SQ.) EXP.GAP92(SK) EXP.GAP230 deck/slab vertical dimension2650 vertical dimension1500 horizontal dimension2850 horizontal dimension+12 more
p02_r01Elevation
- Pile cap×3rectangularOne under each abutment and one under pier P1.
80(SQ.) 92(SK) mm Expansion gap80(SQ.) 92(SK) mm Expansion gap40000(SQ) 46188(SK) mm Horizontal dimension46000(SK) 46188(SK) mm Horizontal dimension37761(SQ) 43602(SK) mm Horizontal dimension37761(SQ) 43602(SK) mm Horizontal dimension1070(SQ) 1236(SK) mm Distance from C OF BRG.1070(SQ) 1236(SK) mm Distance from C OF BRG.+33 more
pier_p1Section
- RCC pilecap×1rectangularreinforced concrete
1170(SQ) horizontal dimension from C OF BRG.1350(SK) horizontal dimension from C OF BRG.1170(SQ) horizontal dimension from C OF BRG.1350(SK) horizontal dimension from C OF BRG.230 vertical dimension at crash barrier/deck230 vertical dimension at crash barrier/deck2650 vertical girder depth dimension2650 vertical girder depth dimension+18 more
p02_r01 elevation of bridge superstructureElevation
- pile cap×3rectangularTwo abutment pile caps and one pier pile cap are visible.
40000(SQ) 46188(SK) span dimension46000(SK) 46188(SK) span dimension37761(SQ) 43602(SK) bridge dimension37761(SQ) 43602(SK) bridge dimension80(SQ.) 92(SK) EXP.GAP80(SQ.) 92(SK) EXP.GAP1070(SQ) 1236(SK) dimension1170(SQ) 1350(SK) dimension+43 more
p02_r04 section b bSection
- pier capP1×1rectangularreinforced concrete
- column pierP1×1rectangularreinforced concrete
- pilecapP1×1rectangularreinforced concrete
- bored cast-in-situ pileP1×2circularcast-in-situ concretePile shafts are shown below the pilecap.
1170(SQ) Offset from C OF BRG.1350(SK) Offset from C OF BRG.1170(SQ) Offset from C OF BRG.1350(SK) Offset from C OF BRG.230 Crash barrier/deck vertical dimension230 Crash barrier/deck vertical dimension2650 Girder depth vertical dimension2650 Girder depth vertical dimension+14 more
p02_r05 section a aSection
- pile cap×1rectangularShown below the abutment.
1070 dimension (SQ.)1236 dimension (SK.)80 EXP.GAP (SQ.)92 EXP.GAP (SK)3500 dimension (SQ)230 vertical dimension2650 vertical dimension1500 horizontal dimension+11 more
Page 3
p03_r01Section
- pile capPCTL / PCBL×2rectangularTop and bottom pile-cap levels are identified for A1 and A2 on both L/S and R/S.
80000 ROW40000 dimension40000 dimension16550 carriageway overall width16550 carriageway overall width2900 median width13500 carriageway width13500 carriageway width+26 more
p03_r02Cross Section
- Pile cap×2rectangularDashed outline below the pier columns.
16550 overall carriageway width2900 proposed-road centreline spacing13500 carriageway width450 edge width1500 footpath width100 edge dimension50 mm wearing-course thickness2.5% deck slope+17 more
p03_r01 cross section of deck and pile group at abutments a1 a2Cross Section
- pile capA1 L/S, A2 L/S, A1 R/S, A2 R/S×2rectangularDashed pile caps are shown beneath the abutment walls.
- pileA1 L/S, A2 L/S, A1 R/S, A2 R/S×10vertical with enlarged base detailFive piles are visible beneath each pile cap.
80000 ROW40000 ROW half width40000 ROW half width2900 median width16550 deck / carriageway overall width13500 carriageway width16550 deck / carriageway overall width13500 carriageway width+66 more
p03_r02 cross section of deck and pile group at pier p1Cross Section
- pier capP1×2stepped, variable-depth rectangular capSeparate caps are shown below the left-side and right-side carriageways.
- pier columnP1×6rectangularThree columns are visible below each pier cap.
- pile capP1×2rectangularDashed pile caps are shown below ground level.
- pileP1×24circularDashed pile outlines are shown in paired groups below each pile cap.
16550 overall width2900 centre separation16550 overall width450 edge width1500 footpath width100 offset13500 carriageway width450 edge width+38 more