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Pile Cap

3 pages · 11 crops · ×18 · foundation

Matched toPile Capbridge.foundation_system.deep_foundation.pile_capon “Pile Cap

3 read off the drawings · 2 derived · 1 not established
The class asks forValueHowFrom
LengthLwants m/mm16550 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.readp3 · 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/mm12300 (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.readp2 · p02_r01p2 · p02_r01 elevation of bridge superstructurep2 · pier_p1
ThicknessTwants m/mm1800 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.derivedp3 · p03_r01p3 · p03_r02p2 · pier_p1p2 · p02_r04 section b b
Instance CountNwants count6 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.derivedp3 · 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 Gradefcknot 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 m508.655 (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.readp3 · 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

Foundation pile cap / strip capRCC pilecappilecapP1PCTL / PCBLA1 L/S, A2 L/S, A1 R/S, A2 R/S

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

crop

p01_r02

page 1 · bridge_deck_and_foundation_layout_p01_r02
Original
p01_r02
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Shown as right-side and left-side bridge deck half plans."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 4,
      "note": "Labeled APPROACH SLAB at the deck ends."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear",
      "material": "RCC",
      "count": null,
      "note": "Shown along deck edges and median-side edges; labeled RCC CRASH BARRIER."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Only centreline locations are identified as C/L OF EXP. JOINT."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 208,
      "note": "Circular pile symbols are shown in the foundation-level half plan; the right side of this view is cropped."
    },
    {
      "name": "Foundation pile cap / strip cap",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": null,
      "note": "Long skewed foundation strips containing circular pile symbols are shown in the foundation-level half plan."
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Partial element at upper-right edge, labeled only partially as INDEPENDENT RETAI..."
    }
  ],
  "measurements": [
    {
      "label": "Right-of-way width",
      "value": "80000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right-of-way width",
      "value": "40000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bridge width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Footpath",
      "value": "1500",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Footpath offset",
      "value": "100",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Edge dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Median width",
      "value": "2900",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bridge width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Footpath",
      "value": "1500",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Footpath offset",
      "value": "100",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Edge dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Expansion-joint-to-pier dimension",
      "value": "40000(SQ) 46189(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Expansion-joint-to-pier dimension",
      "value": "37761(SQ) 43603(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "End dimension",
      "value": "1070(SQ)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "End dimension",
      "value": "1236(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "End dimension",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "End dimension",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Crash-barrier spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "Approach slab length",
      "value": "3500",
      "unit": "",
      "appliesTo": "Approach slab"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Deck transverse segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Bridge width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Median-side offset",
      "value": "1275",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Foundation transverse spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "Foundation-level plan"
    },
    {
      "label": "Foundation width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Foundation-level plan"
    },
    {
      "label": "Foundation edge offset",
      "value": "775",
      "unit": "",
      "appliesTo": "Foundation-level plan"
    },
    {
      "label": "Scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "Half plan views"
    }
  ],
  "notes": [],
  "labels": [
    "TO DEWAS",
    "TO PIKARADIYA",
    "TO KHANDWA",
    "A1",
    "P1",
    "C/L OF EXP. JOINT",
    "C/L OF MEDIAN",
    "BRIDGE (RIGHT SIDE)",
    "BRIDGE (LEFT SIDE)",
    "APPROACH SLAB",
    "RCC CRASH BARRIER",
    "MEDIAN PCC",
    "INDEPENDENT RETAI...",
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)"
  ],
  "description": "This crop shows a plan drawing divided into a half plan showing deck level on the left and a half plan showing foundation level on the right. It documents two skewed bridge decks, their approach slabs, crash barriers, expansion-joint centreline references, roadway and median dimensions, and a partial pile-supported foundation layout."
}

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

crop

p02_r05

page 2 · abutment_and_retaining_wall_p02_r05
Original
p02_r05
{
  "view": "Section",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A2",
      "shape": "rectangular stem and footing",
      "material": "",
      "count": 1,
      "note": "Shown supporting the bridge end at the expansion joint."
    },
    {
      "name": "Bridge deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bridge girder",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a partial girder/end portion is visible at left."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "At bridge centreline/end of deck."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "PTFE",
      "count": 1,
      "note": "Called out as POT-PTFE BEARING (TYP.)."
    },
    {
      "name": "Seismic stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "RCC",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Dashed outline beneath the abutment."
    },
    {
      "name": "Bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Pile positions are shown below the pile cap."
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "vertical rectangular wall",
      "material": "",
      "count": 1,
      "note": "Located to the right of the abutment."
    },
    {
      "name": "Stone pitching",
      "tag": "",
      "shape": "irregular pitched surface",
      "material": "stone",
      "count": 1,
      "note": "Shown at the retaining-wall side."
    },
    {
      "name": "Filter media",
      "tag": "",
      "shape": "irregular zone",
      "material": "",
      "count": 1,
      "note": "Behind/below the stone pitching."
    },
    {
      "name": "Embankment",
      "tag": "",
      "shape": "sloping",
      "material": "",
      "count": 1,
      "note": "Slope marked 1 vertical to 2 horizontal."
    }
  ],
  "measurements": [
    {
      "label": "offset to C OF BRG.",
      "value": "1070 (SQ.)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "offset to C OF BRG.",
      "value": "1236 (SK.)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "EXP.GAP",
      "value": "80(SQ.)",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "EXP.GAP",
      "value": "92(SK)",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "deck/slab vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "Bridge deck slab"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "Bridge girder"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "Bridge girder"
    },
    {
      "label": "horizontal dimension",
      "value": "2850",
      "unit": "",
      "appliesTo": "Bridge girder"
    },
    {
      "label": "horizontal dimension",
      "value": "3500(SQ)",
      "unit": "",
      "appliesTo": "Bridge deck slab"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "Abutment"
    },
    {
      "label": "pile spacing/end offset",
      "value": "750",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "pile spacing/end offset",
      "value": "750",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "Pile cap"
    },
    {
      "label": "embankment slope",
      "value": "1:2",
      "unit": "",
      "appliesTo": "Embankment"
    },
    {
      "label": "filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "Filter media"
    },
    {
      "label": "pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "POT-PTFE BEARING (TYP.)",
    "RCC SEISMIC STOPPER",
    "STONE PITCHING",
    "INDEPENDENT RETAINING WALL",
    "600 THK. FILTER MEDIA",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "A2",
    "C OF EXP. JOINT",
    "C OF BRG.",
    "SECTION A-A",
    "(SCALE 1:150)"
  ],
  "description": "This crop shows SECTION A-A through abutment A2 at the bridge expansion-joint end. It documents the deck end, bearing and RCC seismic stopper, abutment and piled foundation, together with the adjacent sloping embankment and independent retaining wall treatment."
}

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

crop

p02_r01

page 2 · bridge_superstructure_p02_r01
Original
p02_r01
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Wall type abutment",
      "tag": "A1",
      "shape": "rectangular wall",
      "material": "",
      "count": 1,
      "note": "Left abutment shown."
    },
    {
      "name": "Wall type abutment",
      "tag": "A2",
      "shape": "rectangular wall",
      "material": "",
      "count": 1,
      "note": "Right abutment shown."
    },
    {
      "name": "RCC column pier",
      "tag": "P1",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked “(TYP.)”."
    },
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "rectangular elevation profile",
      "material": "precast PSC",
      "count": 6,
      "note": "Marked “(TYP.)”; three girders are visible in each span."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "continuous linear barrier",
      "material": "reinforced concrete",
      "count": null,
      "note": "Shown along the deck."
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "FR",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Marked “(TYP.)” at abutment locations."
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "FX",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at the pier."
    },
    {
      "name": "Deck continuity",
      "tag": "",
      "shape": "rectangular joint/diaphragm",
      "material": "",
      "count": 1,
      "note": "Shown over pier P1."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 2,
      "note": "One at each end of bridge."
    },
    {
      "name": "PCC levelling course",
      "tag": "",
      "shape": "horizontal layer",
      "material": "PCC",
      "count": 2,
      "note": "Below approach slabs."
    },
    {
      "name": "Launching apron",
      "tag": "",
      "shape": "sloping and horizontal apron",
      "material": "",
      "count": 2,
      "note": "One adjacent to each abutment."
    },
    {
      "name": "Stone pitching",
      "tag": "",
      "shape": "sloping protection layer",
      "material": "stone",
      "count": 2,
      "note": "At both abutments."
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "vertical wall",
      "material": "",
      "count": 2,
      "note": "One behind each abutment."
    },
    {
      "name": "Filter media",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 2,
      "note": "Marked 600 THK."
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "One under each abutment and one under pier P1."
    },
    {
      "name": "RCC cast in situ pile",
      "tag": "",
      "shape": "circular pile",
      "material": "reinforced concrete",
      "count": 8,
      "note": "Marked “(TYP.)”; three visible below each abutment cap and two below pier cap."
    }
  ],
  "measurements": [
    {
      "label": "Expansion gap",
      "value": "80(SQ.) 92(SK)",
      "unit": "mm",
      "appliesTo": "A1"
    },
    {
      "label": "Expansion gap",
      "value": "80(SQ.) 92(SK)",
      "unit": "mm",
      "appliesTo": "A2"
    },
    {
      "label": "Horizontal dimension",
      "value": "40000(SQ) 46188(SK)",
      "unit": "mm",
      "appliesTo": ""
    },
    {
      "label": "Horizontal dimension",
      "value": "46000(SK) 46188(SK)",
      "unit": "mm",
      "appliesTo": ""
    },
    {
      "label": "Horizontal dimension",
      "value": "37761(SQ) 43602(SK)",
      "unit": "mm",
      "appliesTo": ""
    },
    {
      "label": "Horizontal dimension",
      "value": "37761(SQ) 43602(SK)",
      "unit": "mm",
      "appliesTo": ""
    },
    {
      "label": "Distance from C OF BRG.",
      "value": "1070(SQ) 1236(SK)",
      "unit": "mm",
      "appliesTo": "A1"
    },
    {
      "label": "Distance from C OF BRG.",
      "value": "1070(SQ) 1236(SK)",
      "unit": "mm",
      "appliesTo": "A2"
    },
    {
      "label": "Distance at pier",
      "value": "1170(SQ) 1350(SK)",
      "unit": "mm",
      "appliesTo": "P1"
    },
    {
      "label": "Distance at pier",
      "value": "1170(SQ) 1350(SK)",
      "unit": "mm",
      "appliesTo": "P1"
    },
    {
      "label": "Approach slab thickness",
      "value": "300",
      "unit": "mm",
      "appliesTo": "A1, A2"
    },
    {
      "label": "PCC levelling course thickness",
      "value": "150",
      "unit": "mm",
      "appliesTo": "A1, A2"
    },
    {
      "label": "Minimum vertical distance to HFL",
      "value": "1200 (min.)",
      "unit": "mm",
      "appliesTo": ""
    },
    {
      "label": "LWL",
      "value": "506.000m",
      "unit": "m",
      "appliesTo": ""
    },
    {
      "label": "Filter media thickness",
      "value": "600",
      "unit": "mm",
      "appliesTo": "Filter media"
    },
    {
      "label": "Abutment pile-cap end projection",
      "value": "750",
      "unit": "mm",
      "appliesTo": "Pile cap"
    },
    {
      "label": "Abutment pile spacing",
      "value": "3600",
      "unit": "mm",
      "appliesTo": "Pile cap"
    },
    {
      "label": "Abutment pile-cap overall width",
      "value": "12300",
      "unit": "mm",
      "appliesTo": "Pile cap"
    },
    {
      "label": "Pier pile-cap end projection",
      "value": "750",
      "unit": "mm",
      "appliesTo": "P1"
    },
    {
      "label": "Pier pile spacing",
      "value": "3600",
      "unit": "mm",
      "appliesTo": "P1"
    },
    {
      "label": "Pier pile-cap overall width",
      "value": "5100",
      "unit": "mm",
      "appliesTo": "P1"
    },
    {
      "label": "Cast in situ pile diameter",
      "value": "1200φ",
      "unit": "mm",
      "appliesTo": "RCC cast in situ pile"
    },
    {
      "label": "Chainage LHS",
      "value": "64+360.197",
      "unit": "km.",
      "appliesTo": "A1"
    },
    {
      "label": "Chainage RHS",
      "value": "64+371.487",
      "unit": "km.",
      "appliesTo": "A1"
    },
    {
      "label": "FRL LHS",
      "value": "518.281",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "FRL RHS",
      "value": "518.465",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "Ground level LHS",
      "value": "509.560",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "Ground level RHS",
      "value": "509.155",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "Chainage LHS",
      "value": "64+406.385",
      "unit": "km.",
      "appliesTo": "P1"
    },
    {
      "label": "Chainage RHS",
      "value": "64+417.675",
      "unit": "km.",
      "appliesTo": "P1"
    },
    {
      "label": "FRL LHS",
      "value": "519.033",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "FRL RHS",
      "value": "519.217",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "Ground level LHS",
      "value": "503.816",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "Ground level RHS",
      "value": "503.883",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "Chainage LHS",
      "value": "64+452.573",
      "unit": "km.",
      "appliesTo": "A2"
    },
    {
      "label": "Chainage RHS",
      "value": "64+463.814",
      "unit": "km.",
      "appliesTo": "A2"
    },
    {
      "label": "FRL LHS",
      "value": "519.785",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "FRL RHS",
      "value": "519.968",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "Ground level LHS",
      "value": "511.891",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "Ground level RHS",
      "value": "512.668",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "Drawing scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "Elevation"
    }
  ],
  "notes": [
    "300 THK. APPROACH SLAB",
    "150 THK. PCC LEVELING COURSE",
    "RCC CRASH BARRIER",
    "POT-PTFE BEARING (TYP.)",
    "LAUNCHING APRON",
    "STONE PITCHING",
    "INDEPENDENT RETAINING WALL",
    "600 THK. FILTER MEDIA",
    "RCC COLUMN PIER (TYP.)",
    "DECK CONTINUITY",
    "PRECAST PSC GIRDER (TYP.)",
    "WALL TYPE ABUTMENT",
    "1200φ RCC CAST IN SITU PILE (TYP.)",
    "1. ALL DIMENSIONS ARE IN MILL... OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE ... FOLLOWED.",
    "3. THIS DRAWING SHALL BE RE... ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DES... CLASS 70R + TWO LANE OF 70R OR SV LOADING WHICH...",
    "5. GRADE OF CONCRETE FOR VA... FOLLOWS:-",
    "• PSC PRECAST GIRDER -",
    "• R.C.C. CAST IN SITU DEC...",
    "• R.C.C. END CROSS GIRDER -",
    "• R.C.C. INTERMEDIATE CROS...",
    "• BEARING PEDESTAL -"
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "C OF EXP. JOINT",
    "C OF BRG.",
    "HFL=",
    "LWL=506.000m",
    "CHAINAGE IN (km.)",
    "LHS",
    "RHS",
    "FRL. (m)",
    "MAIN CARRIAGEWAY",
    "GROUND LEVEL (m)",
    "ELEVATION",
    "(SCALE 1:300)",
    "NOTES:"
  ],
  "description": "This crop is an elevation of a bridge superstructure and its supporting substructure, extending between abutments A1 and A2 with pier P1 at the centre. It shows PSC girders, bearings, deck barriers, approach arrangements, abutment and pier foundations, retaining walls, stone pitching, and an elevation/chainage table."
}

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

crop

pier_p1

page 2 · pier_p1
Original
pier_p1
{
  "view": "Section",
  "objects": [
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Marked FRL."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Deck continuity is indicated over the pier."
    },
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "girder",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Marked (TYP.)."
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Marked (TYP.)."
    },
    {
      "name": "RCC column pier",
      "tag": "P1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "RCC pilecap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Shown below pilecap; callout states 1200 DIA."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension from C OF BRG.",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension from C OF BRG.",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension from C OF BRG.",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension from C OF BRG.",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension at crash barrier/deck",
      "value": "230",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "vertical dimension at crash barrier/deck",
      "value": "230",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "vertical girder depth dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "vertical girder depth dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "bearing/seismic stopper horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "POT-PTFE bearing"
    },
    {
      "label": "pier head vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "pier head subdivision dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "pier head subdivision dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "pier head width dimension",
      "value": "3640(SQ)",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "pier head width dimension",
      "value": "4203(SK)",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "column width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "pilecap vertical dimension",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pilecap end horizontal dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pile spacing dimension",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ pile"
    },
    {
      "label": "pilecap end horizontal dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pilecap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "bored pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "bored cast-in-situ pile"
    },
    {
      "label": "section-at-pier rectangle horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "section-at-pier rectangle vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "chamfer dimension",
      "value": "25",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "chamfer dimension",
      "value": "25",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "chamfer size",
      "value": "25X25",
      "unit": "",
      "appliesTo": "RCC column pier"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER FRL",
    "DECK CONTINUITY",
    "PRECAST PSC GIRDER (TYP.)",
    "RCC SEISMIC STOPPER",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "1200 DIA BORED CAST-IN-SITU PILES",
    "CHAMFER 25X25"
  ],
  "labels": [
    "P1",
    "C OF BRG.",
    "C OF BRG.",
    "SECTION B-B",
    "(SCALE 1:150)",
    "SECTION AT PIER LOCATION",
    "(SCALE 1:25)"
  ],
  "description": "This crop shows Section B-B through pier P1, including the deck support arrangement, RCC column pier, pilecap, and two bored cast-in-situ piles. A separate section titled SECTION AT PIER LOCATION shows a 1500 by 1000 rectangular pier section with 25X25 chamfers."
}

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

crop

p02_r01 elevation of bridge superstructure

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r01_elevation_of_bridge_superstructure
Original
p02_r01 elevation of bridge superstructure
{
  "view": "Elevation",
  "objects": [
    {
      "name": "wall type abutment",
      "tag": "A1",
      "shape": "rectangular with sloping wingwall/return wall",
      "material": "",
      "count": 1,
      "note": "Left abutment."
    },
    {
      "name": "wall type abutment",
      "tag": "A2",
      "shape": "rectangular with sloping wingwall/return wall",
      "material": "",
      "count": 1,
      "note": "Right abutment."
    },
    {
      "name": "RCC column pier",
      "tag": "P1",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked RCC COLUMN PIER (TYP.)."
    },
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "girder",
      "material": "precast prestressed concrete",
      "count": null,
      "note": "Marked PRECAST PSC GIRDER (TYP.)."
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Marked POT-PTFE BEARING (TYP.)."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear barrier",
      "material": "reinforced concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "deck continuity",
      "tag": "",
      "shape": "linear deck connection",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 2,
      "note": "Located at the two abutment ends."
    },
    {
      "name": "approach slab",
      "tag": "",
      "shape": "sloping slab",
      "material": "",
      "count": 2,
      "note": "Marked 300 THK. APPROACH SLAB."
    },
    {
      "name": "PCC levelling course",
      "tag": "",
      "shape": "horizontal layer",
      "material": "plain cement concrete",
      "count": 2,
      "note": "Marked 150 THK. PCC LEVELLING COURSE."
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "sloping wall",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "stone pitching",
      "tag": "",
      "shape": "sloping surface protection",
      "material": "stone",
      "count": 2,
      "note": "Associated with 600 THK. FILTER MEDIA."
    },
    {
      "name": "filter media",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 2,
      "note": "Marked 600 THK. FILTER MEDIA."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Two abutment pile caps and one pier pile cap are visible."
    },
    {
      "name": "RCC cast in situ pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 10,
      "note": "Marked 1200ø RCC CAST IN SITU PILE (TYP.)."
    }
  ],
  "measurements": [
    {
      "label": "span dimension",
      "value": "40000(SQ) 46188(SK)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "span dimension",
      "value": "46000(SK) 46188(SK)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bridge dimension",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bridge dimension",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EXP.GAP",
      "value": "80(SQ.) 92(SK)",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "EXP.GAP",
      "value": "80(SQ.) 92(SK)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "dimension",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "dimension",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "dimension",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "dimension",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "approach slab thickness",
      "value": "300",
      "unit": "THK.",
      "appliesTo": "approach slab"
    },
    {
      "label": "PCC levelling course thickness",
      "value": "150",
      "unit": "THK.",
      "appliesTo": "PCC levelling course"
    },
    {
      "label": "filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "filter media"
    },
    {
      "label": "HFL",
      "value": "1200",
      "unit": "mm",
      "appliesTo": ""
    },
    {
      "label": "LWL",
      "value": "506.000",
      "unit": "m",
      "appliesTo": ""
    },
    {
      "label": "pile diameter",
      "value": "1200ø",
      "unit": "",
      "appliesTo": "RCC cast in situ pile"
    },
    {
      "label": "pile cap end dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "pile cap overall dimension",
      "value": "12300",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "pile cap end dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "pile cap end dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "pile cap overall dimension",
      "value": "5100",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "pile cap end dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "pile cap end dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "pile cap overall dimension",
      "value": "12300",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "pile cap end dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "chainage LHS",
      "value": "64+360.197",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "chainage RHS",
      "value": "64+371.487",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "FRL main carriageway LHS",
      "value": "518.281",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "FRL main carriageway RHS",
      "value": "518.465",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "ground level main carriageway LHS",
      "value": "509.560",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "ground level main carriageway RHS",
      "value": "509.155",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "chainage",
      "value": "64+406.385",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "chainage",
      "value": "64+417.675",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "FRL main carriageway",
      "value": "519.033",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "FRL main carriageway",
      "value": "519.217",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "ground level main carriageway",
      "value": "503.816",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "ground level main carriageway",
      "value": "503.883",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "chainage LHS",
      "value": "64+452.573",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "chainage RHS",
      "value": "64+463.814",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "FRL main carriageway LHS",
      "value": "519.785",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "FRL main carriageway RHS",
      "value": "519.968",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "ground level main carriageway LHS",
      "value": "511.891",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "ground level main carriageway RHS",
      "value": "512.668",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "drawing scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "ELEVATION"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN M",
    "OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE FOLLOWED.",
    "3. THIS DRAWING SHALL BE RE",
    "ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DES",
    "CLASS 70R + TWO LANE O",
    "70R OR SV LOADING WHICH",
    "5. GRADE OF CONCRETE FOR",
    "FOLLOWS:-",
    "• PSC PRECAST GIRDER",
    "• R.C.C. CAST IN SITU DE",
    "• R.C.C. END CROSS GIRDER",
    "• R.C.C. INTERMEDIATE C",
    "• REINFORCEMENT"
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "C OF EXP. JOINT",
    "C OF BRG.",
    "FR",
    "ELEVATION",
    "(SCALE 1:300)",
    "CHAINAGE IN (km.)",
    "LHS",
    "RHS",
    "FRL. (m) MAIN CARRIAGEWAY",
    "GROUND LEVEL (m) MAIN CARRIAGEWAY",
    "NOTES:"
  ],
  "description": "This crop shows an elevation of a two-span bridge between abutments A1 and A2, with central RCC column pier P1. It documents the superstructure, bearings, approach slabs, abutment and retaining-wall protection, pile foundations, water levels, and chainage/elevation data."
}

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

crop

p02_r04 section b b

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r04_section_b_b
Original
p02_r04 section b b
{
  "view": "Section",
  "objects": [
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown at both deck edges."
    },
    {
      "name": "deck slab / deck continuity",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Callout identifies DECK CONTINUITY at the pier."
    },
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "I-girder",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Shown on either side of the pier; marked (TYP.)."
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "PTFE",
      "count": 2,
      "note": "Marked (TYP.)."
    },
    {
      "name": "pier cap",
      "tag": "P1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "column pier",
      "tag": "P1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "pilecap",
      "tag": "P1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "bored cast-in-situ pile",
      "tag": "P1",
      "shape": "circular",
      "material": "cast-in-situ concrete",
      "count": 2,
      "note": "Pile shafts are shown below the pilecap."
    }
  ],
  "measurements": [
    {
      "label": "Offset from C OF BRG.",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Offset from C OF BRG.",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Offset from C OF BRG.",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Offset from C OF BRG.",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Crash barrier/deck vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "Crash barrier/deck vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "Girder depth vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "Precast PSC girder"
    },
    {
      "label": "Girder depth vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "Precast PSC girder"
    },
    {
      "label": "Seismic stopper width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC seismic stopper"
    },
    {
      "label": "Pier-cap vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pier-cap vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pier-cap vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pier-cap width",
      "value": "3640(SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pier-cap width",
      "value": "4203(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Column pier width",
      "value": "1500",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pilecap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pile spacing/end offset",
      "value": "750",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pile spacing/end offset",
      "value": "750",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pilecap width",
      "value": "5100",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Bored pile diameter",
      "value": "1200",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Drawing scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "FRL",
    "DECK CONTINUITY",
    "PRECAST PSC GIRDER (TYP.)",
    "RCC SEISMIC STOPPER",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "P1",
    "C OF BRG.",
    "SECTION B-B",
    "(SCALE 1:150)"
  ],
  "description": "This crop is SECTION B-B through pier P1, showing the bridge deck, crash barriers, precast PSC girders, bearings, seismic stopper, pier cap, column pier, pilecap, and bored piles. The section documents the support arrangement and the printed transverse and vertical dimensions for the pier assembly."
}

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

crop

p02_r05 section a a

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r05_section_a_a
Original
p02_r05 section a a
{
  "view": "Section",
  "objects": [
    {
      "name": "bridge deck slab",
      "tag": "",
      "shape": "rectangular horizontal slab",
      "material": "",
      "count": 1,
      "note": "Partial deck section is shown."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "narrow vertical joint",
      "material": "",
      "count": 1,
      "note": "Located at C OF EXP. JOINT."
    },
    {
      "name": "abutment",
      "tag": "",
      "shape": "reinforced concrete wall with seat",
      "material": "",
      "count": 1,
      "note": "Supported on a pile cap."
    },
    {
      "name": "wingwall",
      "tag": "",
      "shape": "sloping retaining wall",
      "material": "",
      "count": 1,
      "note": "Extends from the abutment toward the left."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the abutment."
    },
    {
      "name": "bored cast-in-situ piles",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Pile locations are shown beneath the pile cap."
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Marked TYP."
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular block",
      "material": "RCC",
      "count": 1,
      "note": ""
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Partially shown at the right side of the section."
    },
    {
      "name": "stone pitching",
      "tag": "",
      "shape": "sloping layer",
      "material": "stone",
      "count": 1,
      "note": ""
    },
    {
      "name": "filter media",
      "tag": "",
      "shape": "tapered layer",
      "material": "",
      "count": 1,
      "note": "Shown adjacent to the independent retaining wall."
    },
    {
      "name": "reinforcement bar",
      "tag": "1",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": "Bar mark is shown within the sloping wall."
    },
    {
      "name": "reinforcement bar",
      "tag": "2",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": "Bar mark is shown within the sloping wall."
    }
  ],
  "measurements": [
    {
      "label": "dimension (SQ.)",
      "value": "1070",
      "unit": "",
      "appliesTo": "C OF BRG."
    },
    {
      "label": "dimension (SK.)",
      "value": "1236",
      "unit": "",
      "appliesTo": "C OF BRG."
    },
    {
      "label": "EXP.GAP (SQ.)",
      "value": "80",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "EXP.GAP (SK)",
      "value": "92",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "dimension (SQ)",
      "value": "3500",
      "unit": "",
      "appliesTo": "deck/abutment section"
    },
    {
      "label": "vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "deck end"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "deck end"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "left deck underside"
    },
    {
      "label": "horizontal dimension",
      "value": "2850",
      "unit": "",
      "appliesTo": "left deck underside"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "abutment/pile cap"
    },
    {
      "label": "end spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "end spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "overall pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "filter media"
    },
    {
      "label": "bored cast-in-situ pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "POT-PTFE BEARING (TYP.)",
    "RCC SEISMIC STOPPER",
    "STONE PITCHING",
    "INDEPENDENT RETAINING WALL",
    "600 THK. FILTER MEDIA",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "A2",
    "C OF EXP. JOINT",
    "C OF BRG.",
    "SECTION A-A",
    "(SCALE 1:150)"
  ],
  "description": "This crop shows SECTION A-A through a bridge end support, including the deck expansion-joint area, abutment seat, bearing, seismic stopper, and piled foundation. A sloping wingwall/retaining element, stone pitching, filter media, and a partial independent retaining wall are also shown."
}

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

crop

p03_r01

page 3 · end_bent_p03_r01
Original
p03_r01
{
  "view": "Section",
  "objects": [
    {
      "name": "crash barrier",
      "tag": "",
      "shape": "profiled barrier",
      "material": "RCC",
      "count": 2,
      "note": "Shown at the outer edges of the two footpaths."
    },
    {
      "name": "footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "wearing course",
      "tag": "WC",
      "shape": "thin sloping layer",
      "material": "",
      "count": 2,
      "note": "50mm THK. (WC) is called out on both carriageways."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping slab",
      "material": "RCC cast in situ",
      "count": 2,
      "note": "One deck slab is shown for each carriageway."
    },
    {
      "name": "abutment",
      "tag": "A1 & A2",
      "shape": "rectangular wall",
      "material": "",
      "count": 2,
      "note": "The crop is titled as a section at abutment locations A1 and A2."
    },
    {
      "name": "pile cap",
      "tag": "PCTL / PCBL",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Top and bottom pile-cap levels are identified for A1 and A2 on both L/S and R/S."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular pile outlines in section",
      "material": "",
      "count": null,
      "note": "Multiple piles are shown below each pile cap; the individual pile quantity is not unambiguously countable from this crop."
    },
    {
      "name": "cantilever median wall",
      "tag": "",
      "shape": "vertical rectangular wall",
      "material": "",
      "count": 1,
      "note": "Located between the two carriageways."
    },
    {
      "name": "plain cement concrete",
      "tag": "PCC M-15",
      "shape": "rectangular hatched block",
      "material": "PCC",
      "count": 1,
      "note": "Shown below the cantilever median wall."
    }
  ],
  "measurements": [
    {
      "label": "ROW",
      "value": "80000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "dimension",
      "value": "40000",
      "unit": "",
      "appliesTo": "left side of ROW"
    },
    {
      "label": "dimension",
      "value": "40000",
      "unit": "",
      "appliesTo": "right side of ROW"
    },
    {
      "label": "carriageway overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "LHS carriageway"
    },
    {
      "label": "carriageway overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "RHS carriageway"
    },
    {
      "label": "median width",
      "value": "2900",
      "unit": "",
      "appliesTo": "between carriageways"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "LHS carriageway"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "RHS carriageway"
    },
    {
      "label": "dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "six edge/kerb dimensions shown"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "left footpath"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "right footpath"
    },
    {
      "label": "dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "four locations shown"
    },
    {
      "label": "wearing course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "WC, both carriageways"
    },
    {
      "label": "deck slope",
      "value": "2.5",
      "unit": "%",
      "appliesTo": "RCC cast in situ deck, both carriageways"
    },
    {
      "label": "dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "two locations shown above abutments"
    },
    {
      "label": "abutment end dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "four locations shown"
    },
    {
      "label": "abutment bay spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "eight locations shown"
    },
    {
      "label": "dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "four pile-layout spacings shown"
    },
    {
      "label": "vertical dimension",
      "value": "4000",
      "unit": "",
      "appliesTo": "both abutment walls"
    },
    {
      "label": "sealant gap",
      "value": "20",
      "unit": "mm",
      "appliesTo": "gap at cantilever median wall"
    },
    {
      "label": "pile-cap length",
      "value": "16550",
      "unit": "",
      "appliesTo": "both pile caps; dimensions shown at upper and lower pile-cap lines"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "eight locations shown below pile caps"
    },
    {
      "label": "end pile spacing",
      "value": "775",
      "unit": "",
      "appliesTo": "four locations shown below pile caps"
    },
    {
      "label": "ACTL",
      "value": "514.674",
      "unit": "",
      "appliesTo": "A1 L/S"
    },
    {
      "label": "ACTL",
      "value": "516.136",
      "unit": "",
      "appliesTo": "A2 L/S"
    },
    {
      "label": "ACTL",
      "value": "514.839",
      "unit": "",
      "appliesTo": "A1 R/S"
    },
    {
      "label": "ACTL",
      "value": "516.318",
      "unit": "",
      "appliesTo": "A2 R/S"
    },
    {
      "label": "PCTL",
      "value": "508.655",
      "unit": "",
      "appliesTo": "A1 L/S and A1 R/S"
    },
    {
      "label": "PCTL",
      "value": "511.391",
      "unit": "",
      "appliesTo": "A2 L/S and A2 R/S"
    },
    {
      "label": "PCBL",
      "value": "506.855",
      "unit": "",
      "appliesTo": "A1 L/S and A1 R/S"
    },
    {
      "label": "PCBL",
      "value": "509.591",
      "unit": "",
      "appliesTo": "A2 L/S and A2 R/S"
    },
    {
      "label": "PILE TIP LVL.",
      "value": "481.905",
      "unit": "",
      "appliesTo": "A1 L/S and A1 R/S"
    },
    {
      "label": "PILE TIP LVL.",
      "value": "484.641",
      "unit": "",
      "appliesTo": "A2 L/S and A2 R/S"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "section"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK",
    "SLOPE 2.5%",
    "20mm GAP FILLED WITH POLYSULPHIDE SEALANT",
    "CANTILEVER MEDIAN WALL",
    "PCC M-15"
  ],
  "labels": [
    "80000 ROW",
    "C OF PROPOSED ROAD",
    "C OF LHS (CARRIAGEWAY)",
    "C OF RHS (CARRIAGEWAY)",
    "FRL",
    "SECTION AT ABUTMENT LOCATION AT A1 & A2",
    "(SCALE 1:150)",
    "A"
  ],
  "description": "This crop shows a transverse section titled \"SECTION AT ABUTMENT LOCATION AT A1 & A2\" for two separated carriageways. It documents the deck, footpaths and RCC crash barriers above piled abutment foundations, with a cantilever median wall and PCC M-15 block between the carriageways."
}

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

crop

p03_r02

page 3 · pier_p03_r02
Original
p03_r02
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "profiled barrier",
      "material": "RCC",
      "count": 2,
      "note": "One at each outer edge of the two shown carriageways."
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": "Shown adjacent to the outer crash barriers."
    },
    {
      "name": "Wearing course",
      "tag": "",
      "shape": "thin layered strip",
      "material": "WC",
      "count": 2,
      "note": "Called out as 50mm THK. (WC)."
    },
    {
      "name": "Cast-in-situ deck",
      "tag": "",
      "shape": "sloping slab",
      "material": "RCC cast in situ",
      "count": 2,
      "note": "One deck slab is shown for each carriageway."
    },
    {
      "name": "Girder",
      "tag": "",
      "shape": "I-girder / flanged beam profile",
      "material": "",
      "count": 10,
      "note": "Five supporting members are visible below each deck slab."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 10,
      "note": "Small bearing-like rectangular elements are shown between the girders and pier caps."
    },
    {
      "name": "Pier cap",
      "tag": "",
      "shape": "stepped rectangular cap with sloping top",
      "material": "",
      "count": 2,
      "note": "One cap supports each carriageway."
    },
    {
      "name": "Pier column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Three vertical columns are shown below each pier cap."
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Dashed outline below the pier columns."
    },
    {
      "name": "Pile",
      "tag": "P1",
      "shape": "dashed vertical pile symbol",
      "material": "",
      "count": null,
      "note": "Pile symbols are shown below both pile caps; individual pile count is unclear in this crop."
    }
  ],
  "measurements": [
    {
      "label": "overall carriageway width",
      "value": "16550",
      "unit": "",
      "appliesTo": "each shown carriageway"
    },
    {
      "label": "proposed-road centreline spacing",
      "value": "2900",
      "unit": "",
      "appliesTo": "C OF PROPOSED ROAD"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "each CARRIAGEWAY"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "deck edge / outer strip"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "FOOTPATH"
    },
    {
      "label": "edge dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "deck edge / footpath area"
    },
    {
      "label": "wearing-course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "WC"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "RCC CAST IN SITU DECK"
    },
    {
      "label": "girder spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "girder layout"
    },
    {
      "label": "end bay dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "pier cap; marked (SQ)"
    },
    {
      "label": "intermediate bay dimension",
      "value": "3500",
      "unit": "",
      "appliesTo": "pier cap; marked (SQ)"
    },
    {
      "label": "pier-cap overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "each pier cap"
    },
    {
      "label": "pier-column spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "pier columns"
    },
    {
      "label": "pier-column width / spacing dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "pier columns"
    },
    {
      "label": "pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "pile-cap end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "pile-cap / pile layout"
    },
    {
      "label": "PCTL elevation",
      "value": "515.384",
      "unit": "",
      "appliesTo": "PCTL P1 L/S"
    },
    {
      "label": "PCTL elevation",
      "value": "515.567",
      "unit": "",
      "appliesTo": "PCTL A2 R/S"
    },
    {
      "label": "PCTL elevation",
      "value": "503.316",
      "unit": "",
      "appliesTo": "PCTL P1 L/S"
    },
    {
      "label": "PCTL elevation",
      "value": "503.316",
      "unit": "",
      "appliesTo": "PCTL P1 R/S"
    },
    {
      "label": "PCBL elevation",
      "value": "501.516",
      "unit": "",
      "appliesTo": "PCBL P1 L/S"
    },
    {
      "label": "PCBL elevation",
      "value": "501.516",
      "unit": "",
      "appliesTo": "PCBL P1 R/S"
    },
    {
      "label": "pile tip level",
      "value": "476.566",
      "unit": "",
      "appliesTo": "PILE TIP LVL. P1 L/S"
    },
    {
      "label": "pile tip level",
      "value": "476.566",
      "unit": "",
      "appliesTo": "PILE TIP LVL. P1 R/S"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK",
    "SLOPE 2.5%"
  ],
  "labels": [
    "C OF PROPOSED ROAD",
    "C OF LHS (CARRIAGEWAY)",
    "C OF RHS (CARRIAGEWAY)",
    "FRL",
    "PCTL P1 L/S 515.384",
    "PCTL A2 R/S 515.567",
    "PCTL P1 L/S 503.316",
    "PCTL P1 R/S 503.316",
    "PCBL P1 L/S 501.516",
    "PCBL P1 R/S 501.516",
    "PILE TIP LVL. P1 L/S 476.566",
    "PILE TIP LVL. P1 R/S 476.566",
    "SECTION AT PIER LOCATION",
    "(SCALE 1:150)",
    "B"
  ],
  "description": "This crop shows a cross section at a pier location for separated left-hand-side and right-hand-side carriageways, divided by the centreline of the proposed road. It documents the deck and edge works above pier caps, three-column pier supports, pile caps, and the indicated pile layout and levels."
}

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

crop

p03_r01 cross section of deck and pile group at abutments a1 a2

page 3 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p03_r01_cross_section_of_deck_and_pile_group_at_abutments_a1_a2
Original
p03_r01 cross section of deck and pile group at abutments a1 a2
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "roadway deck",
      "tag": "",
      "shape": "sloping slab",
      "material": "RCC cast in situ",
      "count": 2,
      "note": "One deck slab is shown for each carriageway."
    },
    {
      "name": "crash barrier",
      "tag": "",
      "shape": "upstand barrier",
      "material": "RCC",
      "count": 2,
      "note": "Located at the outside edge of each footpath."
    },
    {
      "name": "footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "cantilever median wall",
      "tag": "",
      "shape": "rectangular wall",
      "material": "",
      "count": 1,
      "note": "Located between the two carriageways."
    },
    {
      "name": "abutment wall",
      "tag": "A1 & A2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Large dotted wall bodies are shown below the deck at the left-side and right-side structures."
    },
    {
      "name": "pile cap",
      "tag": "A1 L/S, A2 L/S, A1 R/S, A2 R/S",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Dashed pile caps are shown beneath the abutment walls."
    },
    {
      "name": "pile",
      "tag": "A1 L/S, A2 L/S, A1 R/S, A2 R/S",
      "shape": "vertical with enlarged base detail",
      "material": "",
      "count": 10,
      "note": "Five piles are visible beneath each pile cap."
    },
    {
      "name": "PCC bedding/base",
      "tag": "M-15",
      "shape": "rectangular",
      "material": "PCC",
      "count": 1,
      "note": "Shown below the cantilever median wall."
    },
    {
      "name": "embankment",
      "tag": "",
      "shape": "sloping",
      "material": "",
      "count": 2,
      "note": "Sloping approach embankments are shown at both outside ends."
    },
    {
      "name": "stone pitching / rock protection",
      "tag": "",
      "shape": "irregular",
      "material": "stone",
      "count": 2,
      "note": "Irregular stone-pattern protection is shown on both embankment slopes."
    },
    {
      "name": "deck support members",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 10,
      "note": "Unlabelled vertical members are shown between the deck and abutment wall/pile-cap region, five per carriageway."
    }
  ],
  "measurements": [
    {
      "label": "ROW",
      "value": "80000",
      "unit": "",
      "appliesTo": "overall right of way"
    },
    {
      "label": "ROW half width",
      "value": "40000",
      "unit": "",
      "appliesTo": "left side of proposed road centreline"
    },
    {
      "label": "ROW half width",
      "value": "40000",
      "unit": "",
      "appliesTo": "right side of proposed road centreline"
    },
    {
      "label": "median width",
      "value": "2900",
      "unit": "",
      "appliesTo": "between carriageways at C OF PROPOSED ROAD"
    },
    {
      "label": "deck / carriageway overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left carriageway structure"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "left carriageway"
    },
    {
      "label": "deck / carriageway overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right carriageway structure"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "right carriageway"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "left outside deck edge"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "left inside deck edge"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "right inside deck edge"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "right outside deck edge"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "left footpath"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "right footpath"
    },
    {
      "label": "dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "left outside deck/footpath detail"
    },
    {
      "label": "dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "left inside deck/median detail"
    },
    {
      "label": "dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "right inside deck/median detail"
    },
    {
      "label": "dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "right outside deck/footpath detail"
    },
    {
      "label": "wearing course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "left deck"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "left RCC cast in situ deck"
    },
    {
      "label": "wearing course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "right deck"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "right RCC cast in situ deck"
    },
    {
      "label": "dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "left deck support spacing/detail"
    },
    {
      "label": "dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "right deck support spacing/detail"
    },
    {
      "label": "end width",
      "value": "1275",
      "unit": "",
      "appliesTo": "left carriageway, outside end"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "left carriageway"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "left carriageway"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "left carriageway"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "left carriageway"
    },
    {
      "label": "end width",
      "value": "1275",
      "unit": "",
      "appliesTo": "left carriageway, median end"
    },
    {
      "label": "end width",
      "value": "1275",
      "unit": "",
      "appliesTo": "right carriageway, median end"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "right carriageway"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "right carriageway"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "right carriageway"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "right carriageway"
    },
    {
      "label": "end width",
      "value": "1275",
      "unit": "",
      "appliesTo": "right carriageway, outside end"
    },
    {
      "label": "dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "left abutment wall reinforcement/grid detail"
    },
    {
      "label": "dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "left abutment wall reinforcement/grid detail"
    },
    {
      "label": "dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "right abutment wall reinforcement/grid detail"
    },
    {
      "label": "dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "right abutment wall reinforcement/grid detail"
    },
    {
      "label": "gap",
      "value": "20",
      "unit": "mm",
      "appliesTo": "between structures at cantilever median wall"
    },
    {
      "label": "vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "left outside abutment end"
    },
    {
      "label": "vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "right outside abutment end"
    },
    {
      "label": "abutment / pile-cap width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left-side structure"
    },
    {
      "label": "abutment / pile-cap width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right-side structure"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "ACTL A1 L/S",
      "value": "514.674",
      "unit": "",
      "appliesTo": "left side"
    },
    {
      "label": "ACTL A2 L/S",
      "value": "516.136",
      "unit": "",
      "appliesTo": "left side"
    },
    {
      "label": "ACTL A1 R/S",
      "value": "514.839",
      "unit": "",
      "appliesTo": "right side"
    },
    {
      "label": "ACTL A2 R/S",
      "value": "516.318",
      "unit": "",
      "appliesTo": "right side"
    },
    {
      "label": "PCTL A1 L/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "left-side pile cap"
    },
    {
      "label": "PCTL A2 L/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "left-side pile cap"
    },
    {
      "label": "PCBL A1 L/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "left-side pile cap"
    },
    {
      "label": "PCBL A2 L/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "left-side pile cap"
    },
    {
      "label": "PCTL A1 R/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "right-side pile cap"
    },
    {
      "label": "PCTL A2 R/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "right-side pile cap"
    },
    {
      "label": "PCBL A1 R/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "right-side pile cap"
    },
    {
      "label": "PCBL A2 R/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "right-side pile cap"
    },
    {
      "label": "PILE TIP LVL. A1 L/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "PILE TIP LVL. A2 L/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "PILE TIP LVL. A1 R/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "PILE TIP LVL. A2 R/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "section"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "RCC CAST IN SITU DECK",
    "50mm THK. (WC)",
    "SLOPE 2.5%",
    "20mm GAP FILLED WITH POLYSULPHIDE SEALANT",
    "CANTILEVER MEDIAN WALL",
    "PCC M-15"
  ],
  "labels": [
    "C OF PROPOSED ROAD",
    "C OF LHS (CARRIAGEWAY)",
    "C OF RHS (CARRIAGEWAY)",
    "FRL",
    "SECTION AT ABUTMENT LOCATION AT A1 & A2",
    "(SCALE 1:150)",
    "A"
  ],
  "description": "This crop is a transverse section titled \"SECTION AT ABUTMENT LOCATION AT A1 & A2.\" It shows two RCC cast-in-situ roadway decks and footpaths separated by a cantilever median wall, with outside crash barriers and approach embankments. Below the deck level, two abutment/pile-cap arrangements and their visible pile groups are shown, together with level callouts for A1 and A2 on the left and right sides."
}

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

crop

p03_r02 cross section of deck and pile group at pier p1

page 3 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p03_r02_cross_section_of_deck_and_pile_group_at_pier_p1
Original
p03_r02 cross section of deck and pile group at pier p1
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "cast-in-situ deck slab",
      "tag": "",
      "shape": "sloping slab",
      "material": "RCC cast in situ",
      "count": 2,
      "note": "One deck slab is shown for each carriageway."
    },
    {
      "name": "wearing course",
      "tag": "",
      "shape": "sloping layer",
      "material": "WC",
      "count": 2,
      "note": "Shown over the deck slabs."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "upstand barrier",
      "material": "RCC",
      "count": 2,
      "note": "Shown at the outer edges of the two carriageways."
    },
    {
      "name": "footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": "One footpath is shown at each outer edge."
    },
    {
      "name": "longitudinal girder",
      "tag": "",
      "shape": "rectangular web",
      "material": "",
      "count": 12,
      "note": "Six girder webs are visible beneath each deck slab."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "Small bearing blocks are shown between the girders and pier caps."
    },
    {
      "name": "pier cap",
      "tag": "P1",
      "shape": "stepped, variable-depth rectangular cap",
      "material": "",
      "count": 2,
      "note": "Separate caps are shown below the left-side and right-side carriageways."
    },
    {
      "name": "pier column",
      "tag": "P1",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Three columns are visible below each pier cap."
    },
    {
      "name": "pile cap",
      "tag": "P1",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Dashed pile caps are shown below ground level."
    },
    {
      "name": "pile",
      "tag": "P1",
      "shape": "circular",
      "material": "",
      "count": 24,
      "note": "Dashed pile outlines are shown in paired groups below each pile cap."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left-side carriageway / pier cap / pile cap layout"
    },
    {
      "label": "centre separation",
      "value": "2900",
      "unit": "",
      "appliesTo": "between carriageways at C OF PROPOSED ROAD"
    },
    {
      "label": "overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right-side carriageway / pier cap / pile cap layout"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "left outer deck edge"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "left footpath"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "left footpath/edge detail"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "LHS carriageway"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "left inner deck edge"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "left inner deck edge"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "right inner deck edge"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "right inner deck edge"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "RHS carriageway"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "right outer deck edge"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "right footpath"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "right footpath/edge detail"
    },
    {
      "label": "wearing course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "WC on left deck"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "left RCC cast in situ deck"
    },
    {
      "label": "wearing course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "WC on right deck"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "right RCC cast in situ deck"
    },
    {
      "label": "girder spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "left deck girders"
    },
    {
      "label": "girder spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "right deck girders"
    },
    {
      "label": "pier cap end bay",
      "value": "1275",
      "unit": "",
      "appliesTo": "left pier cap"
    },
    {
      "label": "pier cap bays",
      "value": "3500",
      "unit": "",
      "appliesTo": "left pier cap"
    },
    {
      "label": "pier cap overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left pier cap"
    },
    {
      "label": "pier column spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "left pier columns"
    },
    {
      "label": "pier column dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "left pier columns"
    },
    {
      "label": "pier cap end bay",
      "value": "1275",
      "unit": "",
      "appliesTo": "right pier cap"
    },
    {
      "label": "pier cap bays",
      "value": "3500",
      "unit": "",
      "appliesTo": "right pier cap"
    },
    {
      "label": "pier cap overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right pier cap"
    },
    {
      "label": "pier column spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "right pier columns"
    },
    {
      "label": "pier column dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "right pier columns"
    },
    {
      "label": "PCTL P1 L/S",
      "value": "515.384",
      "unit": "",
      "appliesTo": "left-side level"
    },
    {
      "label": "PCTL A2 R/S",
      "value": "515.567",
      "unit": "",
      "appliesTo": "right-side level"
    },
    {
      "label": "PCTL P1 L/S",
      "value": "503.316",
      "unit": "",
      "appliesTo": "left-side level"
    },
    {
      "label": "PCTL P1 R/S",
      "value": "503.316",
      "unit": "",
      "appliesTo": "right-side level"
    },
    {
      "label": "PCBL P1 L/S",
      "value": "501.516",
      "unit": "",
      "appliesTo": "left pile cap level"
    },
    {
      "label": "PCBL P1 R/S",
      "value": "501.516",
      "unit": "",
      "appliesTo": "right pile cap level"
    },
    {
      "label": "PILE TIP LVL. P1 L/S",
      "value": "476.566",
      "unit": "",
      "appliesTo": "left piles"
    },
    {
      "label": "PILE TIP LVL. P1 R/S",
      "value": "476.566",
      "unit": "",
      "appliesTo": "right piles"
    },
    {
      "label": "pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "left pile layout"
    },
    {
      "label": "pile cap end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "left pile cap layout"
    },
    {
      "label": "pile cap overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "right pile layout"
    },
    {
      "label": "pile cap end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "right pile cap layout"
    },
    {
      "label": "pile cap overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right pile cap"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "FOOTPATH",
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK",
    "SLOPE 2.5%"
  ],
  "labels": [
    "C OF PROPOSED ROAD",
    "C OF LHS (CARRIAGEWAY)",
    "C OF RHS (CARRIAGEWAY)",
    "FRL",
    "SECTION AT PIER LOCATION",
    "(SCALE 1:150)",
    "B"
  ],
  "description": "This crop is a transverse section at a pier location, showing separate left-side and right-side carriageway decks about the centreline of the proposed road. It documents the deck crossfall, footpaths and crash barriers, girder and bearing arrangement, pier caps and columns, and the piled foundations below the indicated levels."
}

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