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Deck Continuity Diaphragm

1 page · 3 crops · ×3 · deck

Matched toDiaphragmbridge.superstructure.secondary_member_system.diaphragmon “Diaphragm”

2 read off the drawings · 3 not established
The class asks forValueHowFrom
LengthLwants m/mmnot establishedNo dimension in the readings is identified as the longitudinal length of the Deck Continuity. The 1170(SQ)/1350(SK) dimensions apply to offsets from C OF BRG. at P1, not explicitly to the Deck Continuity.not found
Cross-sectional AreaAwants m2/mm2not establishedThe section identifies DECK CONTINUITY but provides no unambiguous dimensions for its thickness and width. The 230 dimension is labelled for the RCC crash barrier/deck vertical dimension and applies to the RCC crash barrier, so it cannot be used as the Deck Continuity cross-sectional dimension.not found
Instance CountNwants count1 countThe elevation readings each list Deck continuity/deck continuity with count 1 at pier P1; Section B-B also identifies one deck slab / deck continuity.readp2 · p02_r01p2 · p02_r01 elevation of bridge superstructurep2 · p02_r04 section b b
Material TypeMATR.C.C. cast in situ deck -The elevation notes list “R.C.C. CAST IN SITU DEC...” under the concrete-grade notes. This is read as the cast-in-situ RCC deck material, applicable to the item because Deck Continuity is identified as a deck connection; the note is cropped and does not explicitly state “Deck Continuity.”readcheckp2 · p02_r01p2 · p02_r01 elevation of bridge superstructure
MassMwants kg/tnot establishedNo mass, volume, density, or complete geometry for the Deck Continuity is provided from which mass could be derived.not found

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

Deck continuitydeck continuitydeck slab / deck continuity

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

  • 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 -
  • 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
  • p2FRL
  • p2RCC SEISMIC STOPPER
  • p2RCC COLUMN PIER
  • p2RCC PILECAP
  • p21200 DIA BORED CAST-IN-SITU PILES

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

  • Deck continuity×1rectangular joint/diaphragmShown over pier P1.

80(SQ.) 92(SK) mm Expansion gap80(SQ.) 92(SK) mm Expansion gap40000(SQ) 46188(SK) mm Horizontal dimension46000(SK) 46188(SK) mm Horizontal dimension37761(SQ) 43602(SK) mm Horizontal dimension37761(SQ) 43602(SK) mm Horizontal dimension1070(SQ) 1236(SK) mm Distance from C OF BRG.1070(SQ) 1236(SK) mm Distance from C OF BRG.+33 more

crop

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

  • deck continuity×1linear deck connection

40000(SQ) 46188(SK) span dimension46000(SK) 46188(SK) span dimension37761(SQ) 43602(SK) bridge dimension37761(SQ) 43602(SK) bridge dimension80(SQ.) 92(SK) EXP.GAP80(SQ.) 92(SK) EXP.GAP1070(SQ) 1236(SK) dimension1170(SQ) 1350(SK) dimension+43 more

crop

p02_r04 section b b

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

p02_r04 section b bSection

  • deck slab / deck continuity×1rectangularCallout identifies DECK CONTINUITY at the pier.

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