Drawing to BOQpipeline control sheet
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Stone Pitching

2 pages · 5 crops · ×8 · earthwork

Matched toRiprap Protectionbridge.drainage_protection_system.riprapon “Stone Pitching”

1 read off the drawings · 4 not established
The class asks forValueHowFrom
LengthLwants m/mmnot establishedThe stone pitching is identified in the elevation, section, and cross-section readings, but no dimension is stated for its longitudinal extent.not found
WidthWwants m/mmnot establishedNo width dimension is assigned to the stone pitching. Dimensions shown for deck, carriageway, abutment, pile cap, and right-of-way belong to neighbouring items and cannot be used as stone-pitching width.not found
Layer ThicknessT_layerwants m/mmnot establishedThe stated 600 THK. dimension applies to filter media, not stone pitching. No separate stone-pitching layer thickness is stated.not found
VolumeVwants m3not establishedStone-pitching length, width, and layer thickness are not established, so no volume can be derived.not found
Material TypeMATstoneThe item is labelled STONE PITCHING / stone pitching / rock protection, and its material is identified as stone.readp2 · p02_r05p2 · p02_r01p3 · p03_r01 cross section of deck and pile group at abutments 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

stone pitching / rock protection

Every dimension read for it12

  • 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
  • 1200 (min.) mmMinimum vertical distance to HFLnot attributedp2 · p02_r01
  • 506.000m mLWLnot attributedp2 · p02_r01
  • 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
  • 1200 mmHFLnot attributedp2 · p02_r01 elevation of bridge superstructure
  • 506.000 mLWLnot attributedp2 · p02_r01 elevation of bridge superstructure

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 -
  • 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
  • p2• REINFORCEMENT
  • p3RCC CAST IN SITU DECK
  • p350mm THK. (WC)
  • p3SLOPE 2.5%

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

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

  • Stone pitching×1irregular pitched surfacestoneShown at the retaining-wall side.

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

  • Stone pitching×2sloping protection layerstoneAt both abutments.

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

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

  • stone pitching×2sloping surface protectionstoneAssociated with 600 THK. FILTER MEDIA.

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_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

  • stone pitching×1sloping layerstone

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 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

  • stone pitching / rock protection×2irregularstoneIrregular stone-pattern protection is shown on both embankment slopes.

80000 ROW40000 ROW half width40000 ROW half width2900 median width16550 deck / carriageway overall width13500 carriageway width16550 deck / carriageway overall width13500 carriageway width+66 more