Drawing to BOQpipeline control sheet
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Pile Cap

2 pages · 4 crops · ×9 · 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/mmPCBL A1/A2: 12300; PCBL P1: 5100 mmThe abutment pile cap length is directly labelled 12300 in Section A-A. The RCC pilecap overall width at P1 is directly labelled 5100 in Section B-B; this is the corresponding longitudinal pile-cap dimension for PCBL P1.readp2 · p02_r05 section a ap2 · p02_r04 section b b
WidthWwants m/mmPCBL A1/A2: 16550; PCBL P1: 13550 mmPCBL A1/A2: 775 + (4 × 3750) + 775 = 16550. PCBL P1: 775 + (4 × 3000) + 775 = 13550.The transverse sections show five piles below each pile cap. Therefore there are four pile-to-pile intervals. The stated end spacing and pile spacing establish the overall transverse pile-cap width for the abutment and P1 pile caps.derivedp3 · p03_r02 section at abutment location at a1 a2
ThicknessTwants m/mm1800 mmSection B-B directly labels the RCC pilecap depth as 1800. The pile-cap top and bottom levels in the abutment and P1 sections also differ by 1.800 m, consistent with this thickness.readp2 · p02_r04 section b b
Instance CountNwants count4 count2 PCBL A1/A2 pile caps + 2 PCBL P1 pile caps = 4 pile caps.The tagged transverse-section reading identifies two pile caps at A1/A2 and two pile caps at P1.derivedp3 · p03_r02 section at abutment location at a1 a2
Concrete Gradefcknot establishedThe notes crop indicates that concrete grades are specified, but the actual grade entries are cropped and no pile-cap concrete grade is stated in the available readings.not found
Top LevelTOLwants mPCBL A1: 508.655; PCBL A2: 511.391; PCBL P1: 503.316 mThese are the explicitly labelled PCTL levels, interpreted as pile-cap top levels. A1 and A2 PCTL values are stated for both sides, and the P1 PCTL value is stated for both left and right sides; each corresponding pair has the same value.readp3 · p03_r02 section at abutment location at a1 a2

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

RCC pilecapPCBL A1 / A2PCBL P1

Every dimension read for it7

  • 1800pilecap depthp2 · p02_r04 section b b
  • 750pilecap end projectionp2 · p02_r04 section b b
  • 5100pilecap overall widthp2 · p02_r04 section b b
  • 750pilecap end projectionp2 · p02_r04 section b b
  • 750pile cap end projectionp2 · p02_r05 section a a
  • 12300pile cap lengthp2 · p02_r05 section a a
  • 750pile cap end projectionp2 · p02_r05 section a a

Notes on the sheets that carry it

  • p21. ALL DIMENSIONS AR… OTHERWISE SPECIFIED.
  • p22. DIMENSIONS ARE IN… FOLLOWED.
  • p23. THIS DRAWING SHAL… ALIGNMENT DRAWIN…
  • p24. THE BRIDGE HAS B… CLASS 70R + TWO… 70R OR SV LOADING
  • p25. GRADE OF CONCRE… FOLLOWS:
  • p2• PSC PRECAST GIR…
  • p2• R.C.C. CAST IN S…
  • p2• R.C.C. ENDORSE…
  • p2RCC CRASH BARRIER
  • p2FRL
  • p2DECK CONTINUITY
  • p2PRECAST PSC GIRDER (TYP.)
  • p2RCC SEISMIC STOPPER
  • p2POT-PTFE BEARING (TYP.)
  • p2RCC COLUMN PIER
  • p2RCC PILECAP
  • p21200 DIA BORED CAST-IN-SITU PILES
  • p2STONE PITCHING
  • p2INDEPENDENT RETAINING WALL
  • p2600 THK. FILTER MEDIA
  • p350mm THK. (WC)
  • p3RCC CAST IN SITU DECK SLOPE 2.5%
  • p320mm GAP FILLED WITH POLYSULPHIDE SEALANT
  • p3CANTILEVER MEDIAN WALL
  • p3READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER

Every crop it was read in — the drawing beside what the model took off it

Page 2

crop

p02_r01 notes

page 2 · structural_drawings_pkg_1_cede2c5e58c24d1b92ee5a813c5fab4c_p02_r01_notes
Original
p02_r01 notes
{
  "view": "Elevation",
  "objects": [
    {
      "name": "approach slab",
      "tag": "",
      "shape": "linear slab",
      "material": "",
      "count": 2,
      "note": "At both end abutments."
    },
    {
      "name": "PCC leveling course",
      "tag": "",
      "shape": "linear layer",
      "material": "PCC",
      "count": 2,
      "note": "Below approach slabs."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear barrier",
      "material": "RCC",
      "count": 2,
      "note": "Shown over the approach portions."
    },
    {
      "name": "deck continuity",
      "tag": "",
      "shape": "continuous deck",
      "material": "",
      "count": 1,
      "note": "At pier P1."
    },
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "rectangular girder elevation",
      "material": "precast PSC",
      "count": 2,
      "note": "Marked TYP.; one girder line is shown in each span."
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular bearing",
      "material": "",
      "count": null,
      "note": "Marked TYP."
    },
    {
      "name": "wall type abutment",
      "tag": "A1, A2",
      "shape": "wall abutment",
      "material": "",
      "count": 2,
      "note": "A2 is explicitly called out as WALL TYPE ABUTMENT."
    },
    {
      "name": "RCC column pier",
      "tag": "P1",
      "shape": "rectangular column",
      "material": "RCC",
      "count": 1,
      "note": "Marked TYP."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "One shown below each abutment and pier."
    },
    {
      "name": "RCC cast in situ pile",
      "tag": "",
      "shape": "circular pile",
      "material": "RCC",
      "count": null,
      "note": "Marked TYP.; pile symbols are shown beneath the caps."
    },
    {
      "name": "launching apron",
      "tag": "",
      "shape": "sloping apron",
      "material": "",
      "count": 2,
      "note": "At both abutments."
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "sloping wall",
      "material": "",
      "count": 2,
      "note": "At both approach embankments."
    },
    {
      "name": "stone pitching",
      "tag": "",
      "shape": "sloping surface protection",
      "material": "stone",
      "count": 2,
      "note": "At both retaining-wall locations."
    },
    {
      "name": "filter media",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 2,
      "note": "Called out below stone pitching."
    }
  ],
  "measurements": [
    {
      "label": "span dimension",
      "value": "40000(SQ) 46188(SK)",
      "unit": "",
      "appliesTo": "A1 to P1"
    },
    {
      "label": "span dimension",
      "value": "46000(SK) 46188(SK)",
      "unit": "",
      "appliesTo": "P1 to A2"
    },
    {
      "label": "bridge length dimension",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": "A1 to P1"
    },
    {
      "label": "bridge length dimension",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": "P1 to A2"
    },
    {
      "label": "expansion gap",
      "value": "80(SQ) 92(SK)",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "expansion gap",
      "value": "80(SQ) 92(SK)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "end offset",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "pier-side offset",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "pier-side offset",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "end offset",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "approach slab thickness",
      "value": "300 THK.",
      "unit": "",
      "appliesTo": "approach slab"
    },
    {
      "label": "PCC leveling course thickness",
      "value": "150 THK.",
      "unit": "",
      "appliesTo": "PCC leveling course"
    },
    {
      "label": "retaining-wall slope",
      "value": "2:1",
      "unit": "",
      "appliesTo": "independent retaining wall"
    },
    {
      "label": "minimum vertical clearance",
      "value": "1200 (min)",
      "unit": "",
      "appliesTo": "HFL"
    },
    {
      "label": "water level",
      "value": "506.000",
      "unit": "m",
      "appliesTo": "LWL"
    },
    {
      "label": "dimension at pier",
      "value": "1500 (SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "pile diameter",
      "value": "1200Ø",
      "unit": "",
      "appliesTo": "RCC cast in situ pile"
    },
    {
      "label": "filter media thickness",
      "value": "600 THK.",
      "unit": "",
      "appliesTo": "filter media"
    },
    {
      "label": "pile cap end projection",
      "value": "750",
      "unit": "",
      "appliesTo": "abutment pile caps"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "abutment pile caps"
    },
    {
      "label": "pile cap overall width",
      "value": "12300",
      "unit": "",
      "appliesTo": "abutment pile caps"
    },
    {
      "label": "pile cap end projection",
      "value": "750",
      "unit": "",
      "appliesTo": "pier pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "pier pile cap"
    },
    {
      "label": "pile cap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "pier pile cap"
    },
    {
      "label": "chainage LHS",
      "value": "64+360.197",
      "unit": "km.",
      "appliesTo": "A1"
    },
    {
      "label": "chainage RHS",
      "value": "64+371.487",
      "unit": "km.",
      "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": "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": "518.281",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "FRL RHS",
      "value": "518.465",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "FRL LHS",
      "value": "519.033",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "FRL RHS",
      "value": "519.217",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "FRL LHS",
      "value": "519.785",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "FRL RHS",
      "value": "519.968",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "sand level LHS",
      "value": "519.383",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "sand level RHS",
      "value": "509.155",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "sand level LHS",
      "value": "503.816",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "sand level RHS",
      "value": "503.883",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "sand level LHS",
      "value": "511.891",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "sand level RHS",
      "value": "512.668",
      "unit": "m",
      "appliesTo": "A2"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS AR… OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE IN… FOLLOWED.",
    "3. THIS DRAWING SHAL… ALIGNMENT DRAWIN…",
    "4. THE BRIDGE HAS B… CLASS 70R + TWO… 70R OR SV LOADING",
    "5. GRADE OF CONCRE… FOLLOWS:",
    "• PSC PRECAST GIR…",
    "• R.C.C. CAST IN S…",
    "• R.C.C. ENDORSE…"
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "C OF EXP. JOINT",
    "C OF BRG.",
    "FR",
    "FX",
    "HFL=",
    "LWL=",
    "CHAINAGE IN (km.)",
    "LHS",
    "RHS",
    "FRL. (m)",
    "MAIN CARRIAGEWAY",
    "SAND LEVEL (m)",
    "ELEVATION",
    "(SCALE 1:300)",
    "NOTES:"
  ],
  "description": "This crop is an elevation of a bridge between abutments A1 and A2, with a central RCC column pier P1. It shows precast PSC girders, bearings, approach works, retaining walls, stone pitching, pile-supported foundations, and an elevation/chainage table. A notes block is present at the lower right but is cropped at the sheet edge and only partial text is visible."
}

p02_r01 notesElevation

  • pile cap×3rectangularOne shown below each abutment and pier.

40000(SQ) 46188(SK) span dimension46000(SK) 46188(SK) span dimension37761(SQ) 43602(SK) bridge length dimension37761(SQ) 43602(SK) bridge length dimension80(SQ) 92(SK) expansion gap80(SQ) 92(SK) expansion gap1070(SQ) 1236(SK) end offset1170(SQ) 1350(SK) pier-side offset+34 more

crop

p02_r04 section b b

page 2 · structural_drawings_pkg_1_cede2c5e58c24d1b92ee5a813c5fab4c_p02_r04_section_b_b
Original
p02_r04 section b b
{
  "view": "Section",
  "objects": [
    {
      "name": "pier",
      "tag": "P1",
      "shape": "symmetrical pier assembly",
      "material": "",
      "count": 1,
      "note": "Shown in Section B-B."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear barrier",
      "material": "RCC",
      "count": null,
      "note": "Callout shown at deck edge."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "horizontal slab",
      "material": "",
      "count": 1,
      "note": "Deck continuity is called out at the pier centreline."
    },
    {
      "name": "deck continuity",
      "tag": "",
      "shape": "joint/continuity detail",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "precast girder",
      "material": "precast PSC",
      "count": 2,
      "note": "(TYP.)"
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular bearing",
      "material": "PTFE",
      "count": 2,
      "note": "(TYP.)"
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular block",
      "material": "RCC",
      "count": 2,
      "note": "One stopper is called out; symmetrical stopper blocks are shown."
    },
    {
      "name": "RCC column pier",
      "tag": "",
      "shape": "rectangular",
      "material": "RCC",
      "count": 1,
      "note": ""
    },
    {
      "name": "RCC pilecap",
      "tag": "",
      "shape": "rectangular",
      "material": "RCC",
      "count": 1,
      "note": ""
    },
    {
      "name": "bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Called out as 1200 DIA bored cast-in-situ piles."
    }
  ],
  "measurements": [
    {
      "label": "bearing centreline offset, SQ",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "P1 / C OF BRG."
    },
    {
      "label": "bearing centreline offset, SK",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "P1 / C OF BRG."
    },
    {
      "label": "deck depth",
      "value": "230",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck depth",
      "value": "230",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "horizontal dimension",
      "value": "1500(SK)",
      "unit": "",
      "appliesTo": "bearing/seismic stopper arrangement"
    },
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pier head/cap"
    },
    {
      "label": "partial vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "pier head/cap"
    },
    {
      "label": "partial vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "pier head/cap"
    },
    {
      "label": "horizontal dimension, SQ/SK",
      "value": "3640(SQ)4203(SK)",
      "unit": "",
      "appliesTo": "pier head/cap"
    },
    {
      "label": "column width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "pilecap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pilecap end projection",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pilecap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pilecap end projection",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "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": [
    "℄ OF BRG.",
    "SECTION B-B",
    "(SCALE 1:150)"
  ],
  "description": "This crop shows Section B-B through pier P1, including the deck, precast PSC girders, bearings, seismic stoppers, column pier, pilecap, and bored cast-in-situ piles. The section documents the principal pier and foundation geometry, with alternate SQ and SK dimensions printed at the bearing and pier-head arrangement."
}

p02_r04 section b bSection

  • RCC pilecap×1rectangularRCC

1170(SQ) bearing centreline offset, SQ1350(SK) bearing centreline offset, SK230 deck depth230 deck depth2650 girder depth2650 girder depth1500(SK) horizontal dimension1500 vertical dimension+11 more

crop

p02_r05 section a a

page 2 · structural_drawings_pkg_1_cede2c5e58c24d1b92ee5a813c5fab4c_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": "Shown across the top of the section with an expansion joint."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "narrow vertical joint",
      "material": "",
      "count": 1,
      "note": "Located at the centreline marked C/L OF EXP. JOINT."
    },
    {
      "name": "rectangular bearing · POT-PTFE · ×1 · Callout states POT-PTFE BEARING (TYP.).",
      "tag": "",
      "shape": "rectangular laminated bearing",
      "material": "POT-PTFE",
      "count": 1,
      "note": "Callout states POT-PTFE BEARING (TYP.)."
    },
    {
      "name": "seismic stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "RCC",
      "count": 1,
      "note": "Located adjacent to the bearing."
    },
    {
      "name": "abutment",
      "tag": "",
      "shape": "rectangular stem and footing",
      "material": "",
      "count": 1,
      "note": "Supports the bearing and superstructure."
    },
    {
      "name": "approach embankment",
      "tag": "",
      "shape": "sloping",
      "material": "",
      "count": 1,
      "note": "Sloping fill is shown to the left of the abutment."
    },
    {
      "name": "stone pitching",
      "tag": "",
      "shape": "sloping layer",
      "material": "stone",
      "count": 1,
      "note": "Shown on the retaining-wall-side slope."
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Shown to the right of the abutment."
    },
    {
      "name": "layer · ×1 · Shown immediately behind the abutment along the sloping fill.",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 1,
      "note": "Shown behind the independent retaining wall."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Outlined with dashed lines below the abutment."
    },
    {
      "name": "bored cast-in-situ piles",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Four pile symbols are visible below the pile cap."
    }
  ],
  "measurements": [
    {
      "label": "C/L OF BRG. to C/L OF EXP. JOINT",
      "value": "1070 (SQ.)",
      "unit": "",
      "appliesTo": "bearing / expansion joint"
    },
    {
      "label": "C/L OF BRG. to C/L OF EXP. JOINT",
      "value": "1236 (SK.)",
      "unit": "",
      "appliesTo": "bearing / expansion joint"
    },
    {
      "label": "EXP.GAP",
      "value": "80(SQ.)",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "EXP.GAP",
      "value": "92(SK)",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "horizontal dimension",
      "value": "3500(SQ)",
      "unit": "",
      "appliesTo": "deck / abutment"
    },
    {
      "label": "vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "superstructure"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "superstructure"
    },
    {
      "label": "horizontal dimension",
      "value": "2850",
      "unit": "",
      "appliesTo": "superstructure / abutment"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "abutment"
    },
    {
      "label": "pile cap end projection",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "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 cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap end projection",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "filter media thickness",
      "value": "600",
      "unit": "",
      "appliesTo": "filter media"
    },
    {
      "label": "pile diameter",
      "value": "1200",
      "unit": "",
      "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/L OF EXP. JOINT",
    "C/L OF BRG.",
    "EXP.GAP",
    "SECTION A-A",
    "(SCALE 1:150)",
    "1",
    "2"
  ],
  "description": "This crop shows Section A-A through a bridge abutment and adjacent independent retaining wall. It documents the deck expansion joint, bearing and RCC seismic stopper, abutment on a piled foundation, approach embankment, stone pitching, and filter media behind the retaining wall."
}

p02_r05 section a aSection

  • pile cap×1rectangularOutlined with dashed lines below the abutment.

1070 (SQ.) C/L OF BRG. to C/L OF EXP. JOINT1236 (SK.) C/L OF BRG. to C/L OF EXP. JOINT80(SQ.) EXP.GAP92(SK) EXP.GAP3500(SQ) horizontal dimension230 vertical dimension2650 vertical dimension1500 horizontal dimension+11 more

Page 3

crop

p03_r02 section at abutment location at a1 a2

page 3 · structural_drawings_pkg_1_cede2c5e58c24d1b92ee5a813c5fab4c_p03_r02_section_at_abutment_location_at_a1_a2
Original
p03_r02 section at abutment location at a1 a2
{
  "view": "Section",
  "objects": [
    {
      "name": "crash barrier",
      "tag": "",
      "shape": "profiled barrier",
      "material": "RCC",
      "count": 4,
      "note": "Labeled RCC CRASH BARRIER at the outside edges of the roadway sections."
    },
    {
      "name": "footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 4,
      "note": "Shown adjacent to the outside crash barriers."
    },
    {
      "name": "Deck is called out as RCC CAST IN SITU DECK with 2.5% slope; the adjacent 50mm THK. (WC) callout applies to the wearing course.",
      "tag": "",
      "shape": "sloping slab",
      "material": "RCC cast in situ",
      "count": 4,
      "note": "Deck is called out with 2.5% slope and 50mm THK. (WC)."
    },
    {
      "name": "abutment",
      "tag": "A1 / A2",
      "shape": "rectangular wall and cap",
      "material": "",
      "count": 2,
      "note": "Upper section shows the abutment locations at A1 and A2."
    },
    {
      "name": "cantilever median wall",
      "tag": "PCC MW A2",
      "shape": "rectangular wall",
      "material": "PCC",
      "count": 1,
      "note": "Located at the central median in the abutment section."
    },
    {
      "name": "pile cap",
      "tag": "PCBL A1 / A2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown below the A1 and A2 abutments."
    },
    {
      "name": "pile",
      "tag": "A1 / A2",
      "shape": "vertical",
      "material": "",
      "count": 10,
      "note": "Five piles are visible below each abutment pile cap."
    },
    {
      "name": "pier cap",
      "tag": "P1",
      "shape": "rectangular tapered top",
      "material": "",
      "count": 2,
      "note": "Shown in the lower pier-location section."
    },
    {
      "name": "pier column",
      "tag": "P1",
      "shape": "rectangular vertical",
      "material": "",
      "count": 4,
      "note": "Two columns are visible at each pier location."
    },
    {
      "name": "pile cap",
      "tag": "PCBL P1",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown below the P1 pier columns."
    },
    {
      "name": "pile",
      "tag": "P1",
      "shape": "vertical",
      "material": "",
      "count": 10,
      "note": "Five piles are visible below each P1 pile cap."
    },
    {
      "name": "approach embankment",
      "tag": "",
      "shape": "sloping",
      "material": "",
      "count": 2,
      "note": "Shown only in the upper abutment section, with rock-protection pattern at the toes."
    }
  ],
  "measurements": [
    {
      "label": "right of way width",
      "value": "80000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "right of way half-width",
      "value": "40000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "centreline of proposed road",
      "value": "29000",
      "unit": "",
      "appliesTo": "C OF PROPOSED ROAD"
    },
    {
      "label": "section width",
      "value": "16550",
      "unit": "",
      "appliesTo": "A1/A2 and P1 roadway-side sections"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "CARRIAGEWAY"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "roadway edge strips"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "FOOTPATH"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "roadway/footpath dimensions"
    },
    {
      "label": "wearing course thickness",
      "value": "50mm",
      "unit": "",
      "appliesTo": "WC"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "RCC CAST IN SITU DECK"
    },
    {
      "label": "support spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "deck support layout in abutment section"
    },
    {
      "label": "abutment end segment",
      "value": "1275",
      "unit": "",
      "appliesTo": "A1/A2 abutment section"
    },
    {
      "label": "abutment support spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "A1/A2 abutment section"
    },
    {
      "label": "abutment reinforcement spacing",
      "value": "1000 — dimension shown within the A1/A2 abutment wall area",
      "unit": "",
      "appliesTo": "A1/A2 abutment wall"
    },
    {
      "label": "joint gap",
      "value": "20mm",
      "unit": "",
      "appliesTo": "central median wall joint"
    },
    {
      "label": "abutment pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "A1/A2 pile layout"
    },
    {
      "label": "abutment pile end spacing",
      "value": "775",
      "unit": "",
      "appliesTo": "A1/A2 pile layout"
    },
    {
      "label": "pier end segment",
      "value": "1275",
      "unit": "",
      "appliesTo": "P1 pier cap, marked (SQ)"
    },
    {
      "label": "pier cap segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "P1 pier cap, marked (SQ)"
    },
    {
      "label": "pier column spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "P1 pier section"
    },
    {
      "label": "pier offset",
      "value": "1000",
      "unit": "",
      "appliesTo": "P1 pier section"
    },
    {
      "label": "pier pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "P1 pile layout"
    },
    {
      "label": "pier pile end spacing",
      "value": "775",
      "unit": "",
      "appliesTo": "P1 pile layout"
    },
    {
      "label": "ACTL A1 L/S",
      "value": "514.674",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "ACTL A2 L/S",
      "value": "516.136",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "ACTL A1 R/S",
      "value": "514.839",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "ACTL A2 R/S",
      "value": "516.318",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PCTL A1 L/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "PCTL A2 L/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PCBL A1 L/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "PCBL A2 L/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PILE TIP LVL. A1 L/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "A1 piles"
    },
    {
      "label": "PILE TIP LVL. A2 L/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "A2 piles"
    },
    {
      "label": "PCTL A1 R/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "PCTL A2 R/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PCBL A1 R/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "PCBL A2 R/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PILE TIP LVL. A1 R/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "A1 piles"
    },
    {
      "label": "PILE TIP LVL. A2 R/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "A2 piles"
    },
    {
      "label": "PCTL P1 L/S",
      "value": "515.384",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCTL A2 R/S",
      "value": "515.567",
      "unit": "",
      "appliesTo": "lower right pier-location section"
    },
    {
      "label": "PCTL P1 L/S",
      "value": "503.316",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCTL P1 R/S",
      "value": "503.316",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCBL P1 L/S",
      "value": "501.516",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCBL P1 R/S",
      "value": "501.516",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PILE TIP LVL. P1 L/S",
      "value": "476.566",
      "unit": "",
      "appliesTo": "P1 piles"
    },
    {
      "label": "PILE TIP LVL. P1 R/S",
      "value": "476.566",
      "unit": "",
      "appliesTo": "P1 piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT ABUTMENT LOCATION AT A1 & A2"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    }
  ],
  "notes": [
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK SLOPE 2.5%",
    "20mm GAP FILLED WITH POLYSULPHIDE SEALANT",
    "CANTILEVER MEDIAN WALL",
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER"
  ],
  "labels": [
    "C OF PROPOSED ROAD",
    "C OF LHS (CARRIAGEWAY)",
    "C OF RHS (CARRIAGEWAY)",
    "FRL",
    "ROW",
    "R/W",
    "SECTION AT ABUTMENT LOCATION AT A1 & A2",
    "SECTION AT PIER LOCATION",
    "NOTES:"
  ],
  "description": "This crop contains two transverse bridge sections. The upper drawing documents the A1 and A2 abutment arrangement, including roadway decks, central median wall, abutment pile caps and piles; the lower drawing documents the P1 pier arrangement with pier caps, columns, pile caps and piles. Elevation callouts are provided for the A1, A2 and P1 structural levels and pile tips."
}

p03_r02 section at abutment location at a1 a2Section

  • pile capPCBL A1 / A2×2rectangularShown below the A1 and A2 abutments.
  • pile capPCBL P1×2rectangularShown below the P1 pier columns.

80000 right of way width40000 right of way half-width29000 centreline of proposed road16550 section width13500 carriageway width450 edge width1500 footpath width100 offset+41 more