Drawing to BOQpipeline control sheet
← Mindmapwhat the drawings said

Pier

2 pages · 8 crops · ×17 · substructure

Matched toPier Systembridge.substructure.pier_systemon “Pier”

This class asks for no measurements, so there is no take-off to do against it.

How the sheets named it

RCC column piercolumn pierPier sectionPier columnpier columnP1

Every dimension read for it71

  • 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 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
  • 1500pier head vertical dimensionp2 · pier_p1
  • 750pier head subdivision dimensionp2 · pier_p1
  • 750pier head subdivision dimensionp2 · pier_p1
  • 3640(SQ)pier head width dimensionp2 · pier_p1
  • 4203(SK)pier head width dimensionp2 · pier_p1
  • 1500column widthp2 · pier_p1
  • 1500section-at-pier rectangle horizontal dimensionp2 · pier_p1
  • 1000section-at-pier rectangle vertical dimensionp2 · pier_p1
  • 25chamfer dimensionp2 · pier_p1
  • 25chamfer dimensionp2 · pier_p1
  • 25X25chamfer sizep2 · 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
  • 25Chamfer horizontal dimensionp2 · p02_r06 section at pier location
  • 25Chamfer vertical dimensionp2 · p02_r06 section at pier location
  • 1500Overall widthp2 · p02_r06 section at pier location
  • 1000Overall heightp2 · p02_r06 section at pier location
  • 1:25Scalenot attributedp2 · p02_r06 section at pier location

Notes on the sheets that carry it

  • p2300 THK. APPROACH SLAB
  • p2150 THK. PCC LEVELING COURSE
  • p2RCC CRASH BARRIER
  • p2POT-PTFE BEARING (TYP.)
  • p2LAUNCHING APRON
  • p2STONE PITCHING
  • p2INDEPENDENT RETAINING WALL
  • p2600 THK. FILTER MEDIA
  • 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 SEISMIC STOPPER
  • p2RCC COLUMN PIER
  • p2RCC PILECAP
  • p21200 DIA BORED CAST-IN-SITU PILES
  • 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 2

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

  • RCC column pierP1×1rectangular columnreinforced concreteMarked “(TYP.)”.

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 column pierP1×1rectangularreinforced 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

  • RCC column pierP1×1rectangular columnreinforced concreteMarked RCC COLUMN PIER (TYP.).

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_r03 notes of general notes

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r03_notes_of_general_notes
Original
p02_r03 notes of general notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC precast girder",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Concrete grade noted as M50."
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "",
      "material": "R.C.C. cast in situ",
      "count": null,
      "note": "Concrete grade noted as M45; drainage spout is to be provided in deck slab."
    },
    {
      "name": "End cross girder",
      "tag": "",
      "shape": "",
      "material": "R.C.C.",
      "count": null,
      "note": "Concrete grade noted as M45."
    },
    {
      "name": "Intermediate cross girder",
      "tag": "",
      "shape": "",
      "material": "R.C.C.",
      "count": null,
      "note": "Concrete grade noted as M45."
    },
    {
      "name": "Bearing pedestal",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M50."
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M40."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M30."
    },
    {
      "name": "Levelling course",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M15."
    },
    {
      "name": "Dirt wall and slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M35."
    },
    {
      "name": "Abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M45; backfilling behind abutment is noted."
    },
    {
      "name": "Pier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M45."
    },
    {
      "name": "Pile foundation",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M35; tentative working pile loads are tabulated."
    },
    {
      "name": "Reinforcing steel",
      "tag": "",
      "shape": "deformed bars",
      "material": "high yield strength steel",
      "count": null,
      "note": "Grade-Fe 550D, conforming to IS: 1786."
    },
    {
      "name": "Strip seal type expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided as per M O R T H specification."
    },
    {
      "name": "Bituminous concrete",
      "tag": "",
      "shape": "single layer",
      "material": "bituminous concrete",
      "count": null,
      "note": "Laid 50MM thick."
    },
    {
      "name": "Drainage spout",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided in deck slab as per M O R T H specification."
    },
    {
      "name": "Back filling material",
      "tag": "",
      "shape": "",
      "material": "selected earth fill",
      "count": null,
      "note": "Behind abutment / RE wall."
    },
    {
      "name": "RE wall",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in selected earth fill note."
    },
    {
      "name": "Gap slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimension and reinforcement details refer miscellaneous drawing."
    }
  ],
  "measurements": [
    {
      "label": "PSC PRECAST GIRDER concrete grade",
      "value": "M50",
      "unit": "",
      "appliesTo": "PSC precast girder"
    },
    {
      "label": "R.C.C. CAST IN SITU DECK SLAB concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "R.C.C. END CROSS GIRDER concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "End cross girder"
    },
    {
      "label": "R.C.C. INTERMEDIATE CROSS GIRDER concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "Intermediate cross girder"
    },
    {
      "label": "BEARING PEDESTAL concrete grade",
      "value": "M50",
      "unit": "",
      "appliesTo": "Bearing pedestal"
    },
    {
      "label": "CRASH BARRIER concrete grade",
      "value": "M40",
      "unit": "",
      "appliesTo": "Crash barrier"
    },
    {
      "label": "APPROACH SLAB concrete grade",
      "value": "M30",
      "unit": "",
      "appliesTo": "Approach slab"
    },
    {
      "label": "LEVELLING COURSE concrete grade",
      "value": "M15",
      "unit": "",
      "appliesTo": "Levelling course"
    },
    {
      "label": "DIRT WALL & SLAB concrete grade",
      "value": "M35",
      "unit": "",
      "appliesTo": "Dirt wall and slab"
    },
    {
      "label": "ABUTMENT & PIER concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "Abutment and pier"
    },
    {
      "label": "PILE FOUNDATION concrete grade",
      "value": "M35",
      "unit": "",
      "appliesTo": "Pile foundation"
    },
    {
      "label": "Clear cover to foundation reinforcement",
      "value": "75",
      "unit": "mm",
      "appliesTo": "Foundation"
    },
    {
      "label": "Clear cover to abutment & abutment cap reinforcement",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Abutment & abutment cap"
    },
    {
      "label": "Clear cover to pier & pier cap reinforcement",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Pier & pier cap"
    },
    {
      "label": "Clear cover to superstructure reinforcement",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Superstructure"
    },
    {
      "label": "Reinforcing steel grade",
      "value": "Fe 550D",
      "unit": "",
      "appliesTo": "Reinforcing steel"
    },
    {
      "label": "Bituminous concrete thickness",
      "value": "50MM",
      "unit": "",
      "appliesTo": "Bituminous concrete"
    },
    {
      "label": "Seismic zone",
      "value": "III",
      "unit": "",
      "appliesTo": "Structure"
    },
    {
      "label": "Wind zone",
      "value": "IV",
      "unit": "",
      "appliesTo": "Structure"
    },
    {
      "label": "Selected earth fill cohesion",
      "value": "C=0",
      "unit": "",
      "appliesTo": "Selected earth fill"
    },
    {
      "label": "Selected earth fill friction angle",
      "value": "Ø>32°",
      "unit": "",
      "appliesTo": "Selected earth fill"
    },
    {
      "label": "Selected earth fill unit weight",
      "value": "γ=2T/m³",
      "unit": "",
      "appliesTo": "Selected earth fill"
    },
    {
      "label": "Bearing depth considered for piercap top level",
      "value": "400mm",
      "unit": "",
      "appliesTo": "Bearing"
    },
    {
      "label": "Bearing height threshold",
      "value": "200mm",
      "unit": "",
      "appliesTo": "Bearing"
    },
    {
      "label": "Pedestal adjustment height",
      "value": "200mm",
      "unit": "",
      "appliesTo": "Pedestal"
    },
    {
      "label": "Maximum vertical pile load",
      "value": "300",
      "unit": "T",
      "appliesTo": "Pile foundation"
    },
    {
      "label": "Lateral pile load",
      "value": "50",
      "unit": "T",
      "appliesTo": "Pile foundation"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.",
    "3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLASS A, ONE LANE CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R + ONE LANE OF 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED AS LIVE LOAD.",
    "5. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONENTS SHALL BE AS FOLLOWS:—",
    "• PSC PRECAST GIRDER ————————M50",
    "• R.C.C. CAST IN SITU DECK SLAB ————M45",
    "• R.C.C. END CROSS GIRDER ————M45",
    "• R.C.C. INTERMEDIATE CROSS GIRDER —M45",
    "• BEARING PEDESTAL —————————M50",
    "• CRASH BARRIER ——————————M40",
    "• APPROACH SLAB ——————————M30",
    "• LEVELLING COURSE —————————M15",
    "• DIRT WALL & SLAB —————————M35",
    "• ABUTMENT & PIER —————————M45",
    "• PILE FOUNDATION —————————M35",
    "6. CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS:",
    "FOUNDATION........................................75mm",
    "SUBSTRUCTURE     ABUTMENT & ABUTMENT CAP......45mm",
    "PIER & PIER CAP........................45mm",
    "SUPERSTRUCTURE....................................45mm",
    "7. ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.",
    "8. STRIP SEAL TYE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.",
    "9. BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.",
    "10. FRL, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.",
    "11. DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.",
    "12. BACK FILLING MATERIAL BEHIND ABUTMENT SHALL BE WELL COMPACTED AS PER APPENDIX 6 OF IRC 78:2014 & M O R T H SPECIFICATION BEFORE RESTING THE SUPERSTRUCTURE.",
    "13. THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & ’SEVERE’ EXPOSURE CONDITION.",
    "14. DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.",
    "15. THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, Ø>32°,γ=2T/m³",
    "16. THE PIERCAP TOP LEVEL HAS BEEN FIXED CONSIDERING 400mm DEPTH OF BRG. & PEDESTAL. IN CASE THE BEARING HEIGHT IS LESS THAN THAT OF 200mm THEN THE HEIGHT OF THE BEARING SHALL BE ADJUSTED IN 200mm PEDESTAL.",
    "17. FOR DIMENSION & REINFORCEMENT DETAILS OF APPROACH SLAB, GAP SLAB, CRASH BARRIER & DRAINAGE SPOUTS REFER MISCELLANEOUS DRG.",
    "18. TENTATIVE WORKING PILE LOAD AND SUBJECTED TO CHANGE AS PER DETAILED DESIGN:—"
  ],
  "labels": [
    "NOTES:",
    "MAX. VERTICAL LOAD",
    "LATERAL LOAD"
  ],
  "description": "This crop is a general bridge drawing notes block, including dimensional conventions, design loading, concrete grades, reinforcement cover requirements, and material/specification requirements. It also includes a small table of tentative working pile loads and notes referring to other highway alignment, plan/profile, and miscellaneous drawings."
}

p02_r03 notes of general notesNotes

  • PierConcrete grade noted as M45.

M50 PSC PRECAST GIRDER concrete gradeM45 R.C.C. CAST IN SITU DECK SLAB concrete gradeM45 R.C.C. END CROSS GIRDER concrete gradeM45 R.C.C. INTERMEDIATE CROSS GIRDER concrete gradeM50 BEARING PEDESTAL concrete gradeM40 CRASH BARRIER concrete gradeM30 APPROACH SLAB concrete gradeM15 LEVELLING COURSE concrete grade+19 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_r06 section at pier location

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r06_section_at_pier_location
Original
p02_r06 section at pier location
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Pier section",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Section shown at pier location."
    }
  ],
  "measurements": [
    {
      "label": "Chamfer horizontal dimension",
      "value": "25",
      "unit": "",
      "appliesTo": "Pier section"
    },
    {
      "label": "Chamfer vertical dimension",
      "value": "25",
      "unit": "",
      "appliesTo": "Pier section"
    },
    {
      "label": "Overall width",
      "value": "1500",
      "unit": "",
      "appliesTo": "Pier section"
    },
    {
      "label": "Overall height",
      "value": "1000",
      "unit": "",
      "appliesTo": "Pier section"
    },
    {
      "label": "Scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "CHAMFER 25X25"
  ],
  "labels": [
    "SECTION AT PIER LOCATION",
    "(SCALE 1:25)"
  ],
  "description": "This crop shows a cross section at a pier location. The pier section is 1500 wide by 1000 high as drawn, with 25 x 25 chamfers indicated at the corners."
}

p02_r06 section at pier locationCross Section

  • Pier section×1rectangular with chamfered cornersSection shown at pier location.

25 Chamfer horizontal dimension25 Chamfer vertical dimension1500 Overall width1000 Overall height1:25 Scale

Page 3

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

  • Pier column×6rectangularThree vertical columns are shown below each pier cap.

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_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