LASA

{
  "view": "Section",
  "objects": [
    {
      "name": "unidentified sectioned structural member",
      "tag": "",
      "shape": "rectangular with chamfered lower corners",
      "material": "",
      "count": 1,
      "note": "Only the lower portion of the member is visible."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "unidentified sectioned structural member"
    },
    {
      "label": "vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "unidentified sectioned structural member"
    },
    {
      "label": "scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    },
    {
      "label": "MAX. VERTICAL LOAD",
      "value": "300",
      "unit": "",
      "appliesTo": "tentative working pile [partial]"
    },
    {
      "label": "LATERAL LOAD",
      "value": "50",
      "unit": "",
      "appliesTo": "tentative working pile [partial]"
    }
  ],
  "notes": [
    "[partial] BARS OF GRADE-Fe 55 [partial]",
    "8. STRIP SEAL TYE OF EX [partial]\nSPECIFICATION.",
    "9. BITUMINOUS CONCRETE [partial]",
    "10. FRL, CAMBER / SUPER [partial]\nLATEST PLAN & PROFIL [partial]",
    "11. DRAINAGE SPOUT SHALL [partial]\nSPECIFICATION.",
    "12. BACK FILLING MATERIAL [partial]\nAPPENDIX 6 OF IRC 78 [partial]\nTHE SUPERSTRUCTURE.",
    "13. THE STRUCTURE IS LOC [partial]\n’SEVERE’ EXPOSURE CO [partial]",
    "14. DIMENSION OF STRUCTURES [partial]",
    "15. THE SELECTED EARTH [partial]\nSHALL HAVE THE FOLLO [partial]",
    "16. THE PIERCAP TOP LEVE [partial]\n& PEDESTAL. IN CASE [partial]\nTHE HEIGHT OF THE B [partial]",
    "17. FOR DIMENSION & REI [partial]\nCRASH BARRIER & DRA [partial]",
    "18. TENTATIVE WORKING PIL [partial]"
  ],
  "labels": [
    "SECTION AT PIER LOCATION",
    "(SCALE 1:25)",
    "MAX. VERTICAL LOAD",
    "LATERAL LOAD",
    "DRAWING TITLE:",
    "GENERAL ARRANGEMENT DRAWING FO [partial]",
    "BRIDGE AT CH. 64+412",
    "AUTHORITY OF INDIA [partial]"
  ],
  "description": "This crop shows a partial section titled “SECTION AT PIER LOCATION,” with a dimensioned lower portion of an unidentified structural member. It also includes cropped general notes numbered 8 through 18, a partial tentative working pile load table, and part of the drawing title block."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced cement concrete",
      "count": null,
      "note": "Shown at the deck edge; marked FRL."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Deck is called out as DECK CONTINUITY over the pier."
    },
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "I-girder",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "One girder is visible on each side of the pier; marked TYP."
    },
    {
      "name": "pot-PTFE bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "PTFE",
      "count": 2,
      "note": "Marked TYP.; one bearing assembly is visible beneath each girder."
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced cement concrete",
      "count": 2,
      "note": "Shown adjacent to the bearing assemblies."
    },
    {
      "name": "pier cap",
      "tag": "P1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Hatched cap beneath the bearings and above the column."
    },
    {
      "name": "RCC column pier",
      "tag": "P1",
      "shape": "rectangular",
      "material": "reinforced cement concrete",
      "count": 1,
      "note": "Central single-column pier."
    },
    {
      "name": "RCC pilecap",
      "tag": "P1",
      "shape": "rectangular",
      "material": "reinforced cement concrete",
      "count": 1,
      "note": "Dashed outline is shown below ground level."
    },
    {
      "name": "bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "cast-in-situ concrete",
      "count": 2,
      "note": "Marked 1200 DIA BORED CAST-IN-SITU PILES."
    }
  ],
  "measurements": [
    {
      "label": "distance from C/L OF BRG.",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "distance from C/L OF BRG.",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "distance from C/L OF BRG.",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "distance from C/L OF BRG.",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "horizontal dimension",
      "value": "3640(SQ)4203(SK)",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "column width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "pilecap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "horizontal dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "horizontal dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pilecap width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER FRL",
    "DECK CONTINUITY",
    "PRECAST PSC GIRDER (TYP.)",
    "RCC SEISMIC STOPPER",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "C/L OF BRG.",
    "C/L OF BRG.",
    "SECTION B-B",
    "(SCALE 1:150)"
  ],
  "description": "This crop shows SECTION B-B through pier P1, from the bridge deck and girders down through the single RCC column pier and pilecap. The section documents the bearing and seismic-stopper arrangement, two bored cast-in-situ piles, and the principal pier, pilecap, girder, and deck dimensions shown."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": 2,
      "note": "Marked (TYP.); only portions of the girders are visible."
    },
    {
      "name": "pier cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Supports the bearings and RCC seismic stopper."
    },
    {
      "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": "RCC column pier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "RCC pilecap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown dashed."
    },
    {
      "name": "bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Pile shafts are shown with break symbols below the pilecap."
    }
  ],
  "measurements": [
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "pier cap dimension",
      "value": "3640(SQ)4203(SK)",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "column width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "pilecap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pilecap end projection",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pilecap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pilecap end projection",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "PRECAST PSC GIRDER (TYP.)",
    "RCC SEISMIC STOPPER",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "SECTION B-B",
    "(SCALE 1:150)",
    "CLIENT:",
    "PROJECT:",
    "NATIONAL HIGHWAYS AU...",
    "(Ministry of Road Transp...",
    "Government o...",
    "DEVELOPMENT OF 6 LANE GREENFIELD ...",
    "NEAR PIRKARADIYA VILLAGE AND ENDIN...",
    "DISTRICT IN THE S...",
    "CHING",
    "NT RETAINING WALL",
    "ILTER MEDIA",
    "RED",
    "J PILES"
  ],
  "description": "This crop shows SECTION B-B through a bridge pier substructure, including a rectangular RCC column pier on an RCC pilecap supported by two bored cast-in-situ piles. The upper part shows the pier cap, pot-PTFE bearings, RCC seismic stopper, and partial precast PSC girders; portions of adjacent retaining-wall-related text and the title block are also cropped."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "rectangular support-section profile with widened top",
      "material": "precast prestressed concrete",
      "count": 1,
      "note": "Shown as SURPORT SECTION."
    },
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "I-girder profile with tapered flange transitions",
      "material": "precast prestressed concrete",
      "count": 1,
      "note": "Shown as MID SECTION."
    }
  ],
  "measurements": [
    {
      "label": "vertical dimension above top of girder",
      "value": "150",
      "unit": "",
      "appliesTo": "Precast PSC girder — SURPORT SECTION"
    },
    {
      "label": "top width",
      "value": "1000",
      "unit": "",
      "appliesTo": "Precast PSC girder — SURPORT SECTION"
    },
    {
      "label": "top shoulder vertical dimension",
      "value": "29",
      "unit": "",
      "appliesTo": "Precast PSC girder — SURPORT SECTION"
    },
    {
      "label": "overall depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "Precast PSC girder — SURPORT SECTION"
    },
    {
      "label": "bottom width",
      "value": "800",
      "unit": "",
      "appliesTo": "Precast PSC girder — SURPORT SECTION"
    },
    {
      "label": "vertical dimension above top of girder",
      "value": "150",
      "unit": "",
      "appliesTo": "Precast PSC girder — MID SECTION"
    },
    {
      "label": "top width",
      "value": "1000",
      "unit": "",
      "appliesTo": "Precast PSC girder — MID SECTION"
    },
    {
      "label": "top flange vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "Precast PSC girder — MID SECTION"
    },
    {
      "label": "overall depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "Precast PSC girder — MID SECTION"
    },
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "Precast PSC girder — MID SECTION"
    },
    {
      "label": "vertical dimension",
      "value": "200",
      "unit": "",
      "appliesTo": "Precast PSC girder — MID SECTION"
    },
    {
      "label": "web width",
      "value": "300",
      "unit": "",
      "appliesTo": "Precast PSC girder — MID SECTION"
    },
    {
      "label": "bottom flange vertical dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "Precast PSC girder — MID SECTION"
    },
    {
      "label": "bottom width",
      "value": "800",
      "unit": "",
      "appliesTo": "Precast PSC girder — MID SECTION"
    }
  ],
  "notes": [],
  "labels": [
    "CL OF GIRDER",
    "SURPORT SECTION",
    "(SCALE 1:50)",
    "MID SECTION",
    "CROSS SECTION OF PRECAST PSC GIRDER"
  ],
  "description": "This crop shows two cross-sectional profiles of a precast PSC girder: a support section and a mid section. The profiles are dimensioned with top and bottom widths, overall depth, web width, and local flange or shoulder dimensions."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "wall type abutment",
      "tag": "A1 / A2",
      "shape": "wall type",
      "material": "",
      "count": 2,
      "note": "End supports shown at both ends of the bridge."
    },
    {
      "name": "RCC column pier",
      "tag": "P1",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Central pier shown on a pile cap."
    },
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "girder",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "One girder elevation is shown in each span; marked (TYP.)."
    },
    {
      "name": "deck continuity",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown over the central pier."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear barrier",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown along the deck on both sides of the central continuity."
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "FR / FX",
      "shape": "rectangular bearing",
      "material": "PTFE",
      "count": 4,
      "note": "Marked (TYP.); FR bearings are shown at both abutments and on the right side of the pier, and FX at the left side of the pier."
    },
    {
      "name": "approach slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 2,
      "note": "One at each abutment."
    },
    {
      "name": "PCC levelling course",
      "tag": "",
      "shape": "layer",
      "material": "plain cement concrete",
      "count": 2,
      "note": "Below the approach slabs."
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "sloping wall",
      "material": "",
      "count": 2,
      "note": "One behind each abutment."
    },
    {
      "name": "stone pitching",
      "tag": "",
      "shape": "sloping layer",
      "material": "stone",
      "count": 2,
      "note": "Shown at both end approaches."
    },
    {
      "name": "filter media",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 2,
      "note": "Marked 600 THK. below the stone pitching."
    },
    {
      "name": "launching apron",
      "tag": "",
      "shape": "sloping apron",
      "material": "",
      "count": 2,
      "note": "Shown at both abutments."
    },
    {
      "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 cast in situ",
      "count": 8,
      "note": "Marked (TYP.); three are visible below each abutment cap and two below the pier cap."
    }
  ],
  "measurements": [
    {
      "label": "span/length dimension",
      "value": "40000(SQ) 46188(SK)",
      "unit": "",
      "appliesTo": "left span"
    },
    {
      "label": "span/length dimension",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": "left span"
    },
    {
      "label": "span/length dimension",
      "value": "46000(SK) 46188(SK)",
      "unit": "",
      "appliesTo": "right span"
    },
    {
      "label": "span/length dimension",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": "right span"
    },
    {
      "label": "expansion gap",
      "value": "80(SQ.) 92(SK)",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "expansion gap",
      "value": "80(SQ.) 92(SK)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "bearing/expansion-joint offset",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "bearing/expansion-joint offset",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "pier bearing offset",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "pier bearing offset",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "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": "deck continuity dimension",
      "value": "150(SQ)",
      "unit": "",
      "appliesTo": "deck continuity"
    },
    {
      "label": "deck continuity dimension",
      "value": "150(SK)",
      "unit": "",
      "appliesTo": "deck continuity"
    },
    {
      "label": "HFL level",
      "value": "1200",
      "unit": "(min.)",
      "appliesTo": "HFL"
    },
    {
      "label": "LWL",
      "value": "506.000",
      "unit": "m",
      "appliesTo": "LWL"
    },
    {
      "label": "filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "filter media"
    },
    {
      "label": "abutment pile-cap end offset",
      "value": "750",
      "unit": "",
      "appliesTo": "abutment pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "abutment pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "abutment pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "abutment pile cap"
    },
    {
      "label": "abutment pile-cap overall dimension",
      "value": "12300",
      "unit": "",
      "appliesTo": "abutment pile cap"
    },
    {
      "label": "pier pile diameter",
      "value": "1200",
      "unit": "",
      "appliesTo": "RCC cast in situ pile"
    },
    {
      "label": "pier pile-cap end offset",
      "value": "750",
      "unit": "",
      "appliesTo": "pier pile cap"
    },
    {
      "label": "pier pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "pier pile cap"
    },
    {
      "label": "pier pile-cap overall dimension",
      "value": "5100",
      "unit": "",
      "appliesTo": "pier pile cap"
    },
    {
      "label": "slope",
      "value": "2:1",
      "unit": "",
      "appliesTo": "approach embankment"
    },
    {
      "label": "chainage",
      "value": "64+360.197",
      "unit": "km",
      "appliesTo": "LHS"
    },
    {
      "label": "chainage",
      "value": "64+371.487",
      "unit": "km",
      "appliesTo": "RHS"
    },
    {
      "label": "chainage",
      "value": "64+406.385",
      "unit": "km",
      "appliesTo": "LHS"
    },
    {
      "label": "chainage",
      "value": "64+417.675",
      "unit": "km",
      "appliesTo": "RHS"
    },
    {
      "label": "chainage",
      "value": "64+452.573",
      "unit": "km",
      "appliesTo": "LHS"
    },
    {
      "label": "chainage",
      "value": "64+463.814",
      "unit": "km",
      "appliesTo": "RHS"
    },
    {
      "label": "FRL",
      "value": "518.281",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "FRL",
      "value": "518.465",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "FRL",
      "value": "519.033",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "FRL",
      "value": "519.217",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "FRL",
      "value": "519.785",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "FRL",
      "value": "519.968",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "ground level",
      "value": "509.560",
      "unit": "m",
      "appliesTo": "LHS main carriageway"
    },
    {
      "label": "ground level",
      "value": "509.155",
      "unit": "m",
      "appliesTo": "RHS main carriageway"
    },
    {
      "label": "ground level",
      "value": "503.816",
      "unit": "m",
      "appliesTo": "LHS main carriageway"
    },
    {
      "label": "ground level",
      "value": "503.883",
      "unit": "m",
      "appliesTo": "RHS main carriageway"
    },
    {
      "label": "ground level",
      "value": "511.891",
      "unit": "m",
      "appliesTo": "LHS main carriageway"
    },
    {
      "label": "ground level",
      "value": "512.668",
      "unit": "m",
      "appliesTo": "RHS main carriageway"
    },
    {
      "label": "partial adjacent cross-section dimension",
      "value": "150",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial adjacent cross-section dimension",
      "value": "29",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial adjacent cross-section dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial adjacent cross-section dimension",
      "value": "800",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial adjacent cross-section dimension",
      "value": "100",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILLIMETERS AND L... OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE SCALED. ONLY W... FOLLOWED.",
    "3. THIS DRAWING SHALL BE READ IN CONJUNCTION ... ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DESIGNED FOR FOUR ... CLASS 70R + TO ONE LANE OF CLASS A, ONE L... 70R OR SV LOADING WHICHEVER GOVERNS, IN ...",
    "5. GRADE OF CONCRETE FOR VARIOUS STRUCTU... FOLLOWS:-",
    "• PSC PRECAST GIRDER — M50",
    "• R.C.C. CAST IN SITU — DECK SLAB — M...",
    "• R.C.C. END CROSS GIRDER — M45",
    "• R.C.C. INTERMEDIATE CROSS GIRDER — M45",
    "• R.C.C. CRASH BARRIER — M..."
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "C OF EXP. JOINT",
    "C OF BRG.",
    "HFL=",
    "LWL=506.000m",
    "ELEVATION",
    "(SCALE 1:300)",
    "CHAINAGE IN (km.)",
    "LHS",
    "RHS",
    "FRL. (m)",
    "MAIN CARRIAGEWAY",
    "GROUND LEVEL (m)",
    "SURPORT...",
    "CROSS SE...",
    "(SCALE..."
  ],
  "description": "This crop shows an elevation of a two-span bridge between abutments A1 and A2, supported at the centre by pier P1. It documents the deck, PSC girders, bearings, abutments, retaining works, pitching, launching aprons, and pile-supported foundations; a partial adjacent cross-section is visible at the far right."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "support section with rectangular web and flanged top; mid section with tapered I-girder profile",
      "material": "precast PSC",
      "count": null,
      "note": "Two sectional profiles are visible: a partial support section at left and a mid section at right."
    }
  ],
  "measurements": [
    {
      "label": "top width",
      "value": "1000",
      "unit": "",
      "appliesTo": "precast PSC girder support section"
    },
    {
      "label": "bottom width",
      "value": "800",
      "unit": "",
      "appliesTo": "precast PSC girder support section"
    },
    {
      "label": "top vertical dimension",
      "value": "150",
      "unit": "",
      "appliesTo": "precast PSC girder mid section"
    },
    {
      "label": "top width",
      "value": "1000",
      "unit": "",
      "appliesTo": "precast PSC girder mid section"
    },
    {
      "label": "vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "precast PSC girder mid section"
    },
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "precast PSC girder mid section"
    },
    {
      "label": "overall vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder mid section"
    },
    {
      "label": "vertical dimension",
      "value": "200",
      "unit": "",
      "appliesTo": "precast PSC girder mid section"
    },
    {
      "label": "vertical dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "precast PSC girder mid section"
    },
    {
      "label": "web width",
      "value": "300",
      "unit": "",
      "appliesTo": "precast PSC girder mid section"
    },
    {
      "label": "bottom width",
      "value": "800",
      "unit": "",
      "appliesTo": "precast PSC girder mid section"
    },
    {
      "label": "scale",
      "value": "1:50",
      "unit": "",
      "appliesTo": "support section"
    },
    {
      "label": "scale",
      "value": "1:50",
      "unit": "",
      "appliesTo": "mid section"
    }
  ],
  "notes": [],
  "labels": [
    "C/L OF GIRDER",
    "RPORT SECTION (partial)",
    "MID SECTION",
    "(SCALE 1:50)",
    "OSS SECTION OF PRECAST PSC GIRDER (partial)"
  ],
  "description": "The crop shows cross sections of a precast PSC girder, including a partially cropped support section and a mid section. The mid section shows the girder’s flanged, tapered I-shaped profile with dimensional annotations."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "support-section girder profile with rectangular bottom flange and widened top flange",
      "material": "precast PSC",
      "count": 1,
      "note": "Shown at support section."
    },
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "I-girder with tapered flange transitions",
      "material": "precast PSC",
      "count": 1,
      "note": "Shown at mid section."
    }
  ],
  "measurements": [
    {
      "label": "top width",
      "value": "1000",
      "unit": "",
      "appliesTo": "precast PSC girder, support section"
    },
    {
      "label": "top vertical dimension",
      "value": "150",
      "unit": "",
      "appliesTo": "precast PSC girder, support section"
    },
    {
      "label": "upper haunch/transition vertical dimension",
      "value": "29",
      "unit": "",
      "appliesTo": "precast PSC girder, support section"
    },
    {
      "label": "overall depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder, support section"
    },
    {
      "label": "bottom width",
      "value": "800",
      "unit": "",
      "appliesTo": "precast PSC girder, support section"
    },
    {
      "label": "top width",
      "value": "1000",
      "unit": "",
      "appliesTo": "precast PSC girder, mid section"
    },
    {
      "label": "top vertical dimension",
      "value": "150",
      "unit": "",
      "appliesTo": "precast PSC girder, mid section"
    },
    {
      "label": "overall depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder, mid section"
    },
    {
      "label": "upper transition vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "precast PSC girder, mid section"
    },
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "precast PSC girder, mid section"
    },
    {
      "label": "vertical dimension",
      "value": "200",
      "unit": "",
      "appliesTo": "precast PSC girder, mid section"
    },
    {
      "label": "bottom transition vertical dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "precast PSC girder, mid section"
    },
    {
      "label": "web width",
      "value": "300",
      "unit": "",
      "appliesTo": "precast PSC girder, mid section"
    },
    {
      "label": "bottom width",
      "value": "800",
      "unit": "",
      "appliesTo": "precast PSC girder, mid section"
    },
    {
      "label": "scale",
      "value": "1:50",
      "unit": "",
      "appliesTo": "SUPPORT SECTION"
    },
    {
      "label": "scale",
      "value": "1:50",
      "unit": "",
      "appliesTo": "MID SECTION"
    }
  ],
  "notes": [],
  "labels": [
    "C OF GIRDER",
    "C OF GIRDER",
    "SURPORT SECTION",
    "MID SECTION",
    "CROSS SECTION OF PRECAST PSC GIRDER"
  ],
  "description": "This crop shows two cross sections of a precast PSC girder: a support section at left and a mid section at right. The profiles are dimensioned for overall depth, flange widths, web width, and local transition dimensions."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": 2,
      "note": "Shown as SUPPORT SECTION and MID SECTION cross sections."
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Only a partial portion is visible at upper left."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Partial slab is visible at upper left; associated text is cut off."
    }
  ],
  "measurements": [
    {
      "label": "Support section overall depth",
      "value": "2650",
      "unit": "mm",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "Support section bottom width",
      "value": "800",
      "unit": "mm",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "Mid section overall depth",
      "value": "2650",
      "unit": "mm",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "Mid section vertical dimension",
      "value": "1950",
      "unit": "mm",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "Mid section vertical dimension",
      "value": "200",
      "unit": "mm",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "Mid section vertical dimension",
      "value": "250",
      "unit": "mm",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "Mid section horizontal dimension",
      "value": "300",
      "unit": "mm",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "Mid section bottom width",
      "value": "800",
      "unit": "mm",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "Drawing scale",
      "value": "1:50",
      "unit": "",
      "appliesTo": "SUPPORT SECTION"
    },
    {
      "label": "Drawing scale",
      "value": "1:50",
      "unit": "",
      "appliesTo": "MID SECTION"
    },
    {
      "label": "Concrete grade",
      "value": "M50",
      "unit": "",
      "appliesTo": "PSC PRECAST GIRDER"
    },
    {
      "label": "Concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. CAST IN SITU DECK SLAB"
    },
    {
      "label": "Concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. END CROSS GIRDER"
    },
    {
      "label": "Concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. INTERMEDIATE CROSS GIRDER"
    },
    {
      "label": "Concrete grade",
      "value": "M50",
      "unit": "",
      "appliesTo": "BEARING PEDESTAL"
    },
    {
      "label": "Concrete grade",
      "value": "M40",
      "unit": "",
      "appliesTo": "CRASH BARRIER"
    },
    {
      "label": "Concrete grade",
      "value": "M30",
      "unit": "",
      "appliesTo": "APPROACH SLAB"
    },
    {
      "label": "Concrete grade",
      "value": "M15",
      "unit": "",
      "appliesTo": "LEVELLING COURSE"
    },
    {
      "label": "Concrete grade",
      "value": "M35",
      "unit": "",
      "appliesTo": "DIRT WALL & SLAB"
    },
    {
      "label": "Concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "ABUTMENT & PIER"
    },
    {
      "label": "Concrete grade",
      "value": "M35",
      "unit": "",
      "appliesTo": "PILE FOUNDATION"
    },
    {
      "label": "Clear cover",
      "value": "75mm",
      "unit": "",
      "appliesTo": "FOUNDATION"
    },
    {
      "label": "Clear cover",
      "value": "45mm",
      "unit": "",
      "appliesTo": "ABUTMENT & ABUTMENT CAP"
    },
    {
      "label": "Clear cover",
      "value": "45mm",
      "unit": "",
      "appliesTo": "PIER & PIER CAP"
    },
    {
      "label": "Clear cover",
      "value": "45mm",
      "unit": "",
      "appliesTo": "SUPERSTRUCTURE"
    },
    {
      "label": "Reinforcing steel grade",
      "value": "FE- 550D",
      "unit": "",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "Reinforcing steel standard",
      "value": "1786",
      "unit": "IS",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "Bituminous concrete thickness",
      "value": "50MM",
      "unit": "",
      "appliesTo": "BITUMINOUS CONCRETE"
    },
    {
      "label": "IRC reference",
      "value": "78:2014",
      "unit": "",
      "appliesTo": "BACK FILLING MATERIAL BEHIND ABUTMENT"
    },
    {
      "label": "Seismic zone",
      "value": "III",
      "unit": "",
      "appliesTo": "THE STRUCTURE"
    },
    {
      "label": "Wind zone",
      "value": "IV",
      "unit": "",
      "appliesTo": "THE STRUCTURE"
    },
    {
      "label": "Soil cohesion",
      "value": "0",
      "unit": "",
      "appliesTo": "SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL"
    },
    {
      "label": "Soil friction angle",
      "value": "φ>32°",
      "unit": "",
      "appliesTo": "SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL"
    },
    {
      "label": "Soil unit weight",
      "value": "γ=2T/m³",
      "unit": "",
      "appliesTo": "SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL"
    },
    {
      "label": "Bearing and pedestal depth",
      "value": "400mm",
      "unit": "",
      "appliesTo": "PIERCAP TOP LEVEL"
    },
    {
      "label": "Bearing height threshold",
      "value": "200mm",
      "unit": "",
      "appliesTo": "BEARING"
    },
    {
      "label": "Pedestal adjustment",
      "value": "200mm",
      "unit": "",
      "appliesTo": "PEDESTAL"
    },
    {
      "label": "Maximum vertical working pile load",
      "value": "300",
      "unit": "T",
      "appliesTo": "PILE"
    },
    {
      "label": "Lateral pile load",
      "value": "50",
      "unit": "T",
      "appliesTo": "PILE"
    }
  ],
  "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 OF 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, φ>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:-",
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER"
  ],
  "labels": [
    "SUPPORT SECTION",
    "MID SECTION",
    "CROSS SECTION OF PRECAST PSC GIRDER",
    "(SCALE 1:50)",
    "NOTES:",
    "MAX. VERTICAL LOAD",
    "LATERAL LOAD",
    "INDEPENDENT RETAINING WALL",
    "SLAB",
    "ING COURSE"
  ],
  "description": "This crop primarily shows a general notes block for a bridge drawing, including concrete grades, reinforcement cover, material requirements, loading, and pile working loads. At the top are cross sections of a precast PSC girder at support and mid-section, with a partial independent retaining wall and slab detail visible at the upper left."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC precast girder",
      "tag": "",
      "shape": "",
      "material": "precast concrete, M50",
      "count": null,
      "note": "Concrete grade listed in note 5."
    },
    {
      "name": "cast in situ deck slab",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, M45",
      "count": null,
      "note": "Concrete grade listed in note 5."
    },
    {
      "name": "end cross girder",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, M45",
      "count": null,
      "note": "Concrete grade listed in note 5."
    },
    {
      "name": "intermediate cross girder",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, M45",
      "count": null,
      "note": "Concrete grade listed in note 5."
    },
    {
      "name": "bearing pedestal",
      "tag": "",
      "shape": "",
      "material": "concrete, M50",
      "count": null,
      "note": "Concrete grade listed in note 5."
    },
    {
      "name": "crash barrier",
      "tag": "",
      "shape": "",
      "material": "concrete, M40",
      "count": null,
      "note": "Concrete grade listed in note 5."
    },
    {
      "name": "approach slab",
      "tag": "",
      "shape": "",
      "material": "concrete, M30",
      "count": null,
      "note": "Concrete grade listed in note 5."
    },
    {
      "name": "levelling course",
      "tag": "",
      "shape": "",
      "material": "concrete, M15",
      "count": null,
      "note": "Concrete grade listed in note 5."
    },
    {
      "name": "dirt wall & slab",
      "tag": "",
      "shape": "",
      "material": "concrete, M35",
      "count": null,
      "note": "Concrete grade listed in note 5."
    },
    {
      "name": "abutment & pier",
      "tag": "",
      "shape": "",
      "material": "concrete, M45",
      "count": null,
      "note": "Concrete grade listed in note 5."
    },
    {
      "name": "pile foundation",
      "tag": "",
      "shape": "",
      "material": "concrete, M35",
      "count": null,
      "note": "Concrete grade listed in note 5."
    },
    {
      "name": "reinforcing steel bars",
      "tag": "",
      "shape": "deformed bars",
      "material": "high yield strength deformed (TMT) steel, Grade-Fe 550D",
      "count": null,
      "note": "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 in single layer."
    },
    {
      "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; to be well compacted."
    },
    {
      "name": "bearing",
      "tag": "BRG.",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bearing depth considered for fixed piercap top level."
    },
    {
      "name": "gap slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for dimensions and reinforcement details."
    }
  ],
  "measurements": [
    {
      "label": "General dimensions",
      "value": "MILLIMETERS",
      "unit": "",
      "appliesTo": "All dimensions"
    },
    {
      "label": "General levels",
      "value": "METERS",
      "unit": "",
      "appliesTo": "Levels"
    },
    {
      "label": "Concrete grade",
      "value": "M50",
      "unit": "",
      "appliesTo": "PSC precast girder"
    },
    {
      "label": "Concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. cast in situ deck slab"
    },
    {
      "label": "Concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. end cross girder"
    },
    {
      "label": "Concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. intermediate cross girder"
    },
    {
      "label": "Concrete grade",
      "value": "M50",
      "unit": "",
      "appliesTo": "Bearing pedestal"
    },
    {
      "label": "Concrete grade",
      "value": "M40",
      "unit": "",
      "appliesTo": "Crash barrier"
    },
    {
      "label": "Concrete grade",
      "value": "M30",
      "unit": "",
      "appliesTo": "Approach slab"
    },
    {
      "label": "Concrete grade",
      "value": "M15",
      "unit": "",
      "appliesTo": "Levelling course"
    },
    {
      "label": "Concrete grade",
      "value": "M35",
      "unit": "",
      "appliesTo": "Dirt wall & slab"
    },
    {
      "label": "Concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "Abutment & pier"
    },
    {
      "label": "Concrete grade",
      "value": "M35",
      "unit": "",
      "appliesTo": "Pile foundation"
    },
    {
      "label": "Clear cover",
      "value": "75",
      "unit": "mm",
      "appliesTo": "Foundation"
    },
    {
      "label": "Clear cover",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Substructure—abutment & abutment cap"
    },
    {
      "label": "Clear cover",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Substructure—pier & pier cap"
    },
    {
      "label": "Clear cover",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Superstructure"
    },
    {
      "label": "Reinforcing steel grade",
      "value": "Fe 550D",
      "unit": "",
      "appliesTo": "Reinforcing steel bars"
    },
    {
      "label": "Bituminous concrete thickness",
      "value": "50MM",
      "unit": "",
      "appliesTo": "Bituminous concrete"
    },
    {
      "label": "Selected earth fill friction angle",
      "value": "φ>32°",
      "unit": "",
      "appliesTo": "Selected earth fill used for backfilling behind RE wall"
    },
    {
      "label": "Selected earth fill unit weight",
      "value": "γ=2T/m³",
      "unit": "",
      "appliesTo": "Selected earth fill used for backfilling behind RE wall"
    },
    {
      "label": "Bearing depth",
      "value": "400mm",
      "unit": "",
      "appliesTo": "BRG."
    },
    {
      "label": "Bearing height threshold",
      "value": "200mm",
      "unit": "",
      "appliesTo": "Bearing"
    },
    {
      "label": "Pedestal height for bearing adjustment",
      "value": "200mm",
      "unit": "",
      "appliesTo": "Pedestal"
    },
    {
      "label": "Maximum vertical load",
      "value": "300",
      "unit": "T",
      "appliesTo": "Tentative working pile load"
    },
    {
      "label": "Lateral load",
      "value": "50",
      "unit": "T",
      "appliesTo": "Tentative working pile load"
    }
  ],
  "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, φ>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 sheet, containing design, material, reinforcement, cover, loading, and construction requirements. It also includes a small table of tentative working pile loads; no plan, elevation, section, or physical geometry is shown in this crop."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "abutment",
      "tag": "A2",
      "shape": "partial",
      "material": "",
      "count": 1,
      "note": "Shown at the expansion-joint location; lower portion is cropped."
    },
    {
      "name": "deck slab / deck continuity",
      "tag": "",
      "shape": "rectangular horizontal slab",
      "material": "",
      "count": 2,
      "note": "One deck portion is shown at A2 and another at P1; right-hand callout is partial: \"DECK CONTI\"."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear barrier",
      "material": "RCC",
      "count": 2,
      "note": "Shown along the deck edges in the visible elevation portions."
    },
    {
      "name": "pier",
      "tag": "P1",
      "shape": "two rectangular columns on a rectangular pier cap",
      "material": "",
      "count": 1,
      "note": "Lower foundation portion is cropped."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "1070 (SQ.)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "horizontal dimension",
      "value": "1236 (SK.)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "EXP.GAP",
      "value": "80(SQ.)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "EXP.GAP",
      "value": "92(SK)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "horizontal dimension",
      "value": "3500(SQ)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "deck slab / RCC crash barrier"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "horizontal dimension",
      "value": "2850",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "slope marker",
      "value": "1",
      "unit": "",
      "appliesTo": "sloping face at A2"
    },
    {
      "label": "slope marker",
      "value": "2",
      "unit": "",
      "appliesTo": "sloping face at A2"
    },
    {
      "label": "horizontal dimension",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "horizontal dimension",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "horizontal dimension",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "horizontal dimension",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "deck slab / RCC crash barrier at P1"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "horizontal dimension",
      "value": "1500 (SK)",
      "unit": "",
      "appliesTo": "P1"
    }
  ],
  "notes": [],
  "labels": [
    "ELEVATION",
    "(SCALE 1:300)",
    "℄ OF EXP. JOINT",
    "℄ OF BRG.",
    "℄ OF BRG.",
    "RCC CRASH BARRIER",
    "FRL",
    "DECK CONTI"
  ],
  "description": "This crop is a partial bridge elevation showing the A2 support at an expansion joint and the P1 pier. It shows deck portions with RCC crash barriers, dimensional geometry around the joint and pier, and only the upper portions of the supports; the lower works are cropped."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One shown at each outer deck edge."
    },
    {
      "name": "deck slab / deck continuity",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Callout identifies DECK CONTINUITY at the pier line."
    },
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "I-girder",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Shown one each 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": "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": "cast-in-situ concrete",
      "count": 2,
      "note": "Piles are shown below the pilecap."
    }
  ],
  "measurements": [
    {
      "label": "Bearing centreline offset, left",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Bearing centreline offset, left",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Bearing centreline offset, right",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Bearing centreline offset, right",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Vertical dimension at left deck edge",
      "value": "230",
      "unit": "",
      "appliesTo": "RCC crash barrier / deck"
    },
    {
      "label": "Vertical dimension at right deck edge",
      "value": "230",
      "unit": "",
      "appliesTo": "RCC crash barrier / deck"
    },
    {
      "label": "Girder depth at left",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "Girder depth at right",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "Width",
      "value": "1500",
      "unit": "SK",
      "appliesTo": "P1"
    },
    {
      "label": "Vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "bearing / pier head"
    },
    {
      "label": "Vertical spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "bearing / pier head"
    },
    {
      "label": "Vertical spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "bearing / pier head"
    },
    {
      "label": "Pier head width",
      "value": "3640(SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pier head width",
      "value": "4203(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "RCC column pier width",
      "value": "1500",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "RCC pilecap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Left pilecap projection",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "Pilecap width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Right pilecap projection",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "Scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [],
  "labels": [
    "P1",
    "C OF BRG.",
    "FRL",
    "SECTION B-B",
    "(SCALE 1:150)"
  ],
  "description": "This crop shows Section B-B through pier P1 of a bridge. It documents the deck edge crash barriers, precast PSC girders and bearings over an RCC column pier, pilecap, and two bored cast-in-situ piles."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "bridge deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Horizontal deck shown at top of section."
    },
    {
      "name": "bridge girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 1,
      "note": "Girder is partially shown beneath the deck at left."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Located at the centreline of expansion joint."
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Called out as typical."
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "abutment",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Supports the bearing and deck end."
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Wall rises diagonally behind the abutment."
    },
    {
      "name": "filter media",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Placed behind the independent retaining wall."
    },
    {
      "name": "stone pitching",
      "tag": "",
      "shape": "irregular",
      "material": "stone",
      "count": 1,
      "note": ""
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Dashed below-ground pile-cap outline shown."
    },
    {
      "name": "bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Four pile locations are visible beneath the pile cap."
    }
  ],
  "measurements": [
    {
      "label": "square bearing centreline offset",
      "value": "1070",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "skew bearing centreline offset",
      "value": "1236",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "square expansion gap",
      "value": "80(SQ.)",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "skew expansion gap",
      "value": "92(SK)",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "square dimension",
      "value": "3500(SQ)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical thickness",
      "value": "230",
      "unit": "",
      "appliesTo": "bridge deck slab"
    },
    {
      "label": "vertical depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "bridge girder"
    },
    {
      "label": "dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "bridge girder"
    },
    {
      "label": "dimension",
      "value": "2850",
      "unit": "",
      "appliesTo": "bridge girder"
    },
    {
      "label": "dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "abutment"
    },
    {
      "label": "pile end spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "bored cast-in-situ pile"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ pile"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ pile"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ pile"
    },
    {
      "label": "pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile end spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "bored cast-in-situ pile"
    },
    {
      "label": "filter media thickness",
      "value": "600",
      "unit": "",
      "appliesTo": "filter media"
    },
    {
      "label": "pile diameter",
      "value": "1200",
      "unit": "",
      "appliesTo": "bored cast-in-situ pile"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "POT-PTFE BEARING (TYP.)",
    "RCC SEISMIC STOPPER",
    "STONE PITCHING",
    "INDEPENDENT RETAINING WALL",
    "600 THK. FILTER MEDIA",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "A2",
    "℄ OF EXP. JOINT",
    "℄ OF BRG.",
    "EXP.GAP",
    "SECTION A-A",
    "(SCALE 1:150)"
  ],
  "description": "This crop shows SECTION A-A through a bridge end support, including the deck end, expansion joint, bearing, RCC seismic stopper, and abutment. It also documents an independent retaining wall with filter media and stone pitching, supported adjacent to a pile cap on four bored cast-in-situ piles."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Pier section",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Section at pier location; chamfers shown at corners."
    }
  ],
  "measurements": [
    {
      "label": "Overall horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "Pier section"
    },
    {
      "label": "Overall vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "Pier section"
    },
    {
      "label": "Chamfer horizontal dimension",
      "value": "25",
      "unit": "",
      "appliesTo": "Pier section"
    },
    {
      "label": "Chamfer vertical dimension",
      "value": "25",
      "unit": "",
      "appliesTo": "Pier section"
    },
    {
      "label": "Chamfer size",
      "value": "25X25",
      "unit": "",
      "appliesTo": "Pier section"
    }
  ],
  "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 drawn as a 1500 by 1000 rectangular profile with chamfered corners, including a called-out 25X25 chamfer."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular layered",
      "material": "PTFE",
      "count": null,
      "note": "Called out as POT-PTFE BEARING (TYP.); only part of the bearing detail is visible."
    },
    {
      "name": "seismic stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "RCC",
      "count": 1,
      "note": "Located adjacent to the bearing."
    },
    {
      "name": "abutment/retaining wall",
      "tag": "",
      "shape": "vertical rectangular wall with sloping wing/return",
      "material": "",
      "count": 1,
      "note": "Only a partial section of the wall and sloping return is visible."
    },
    {
      "name": "foundation cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Dashed outline shown over the pile heads."
    },
    {
      "name": "bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "cast-in-situ",
      "count": 4,
      "note": "Pile note is cropped and partial."
    },
    {
      "name": "stone pitching",
      "tag": "",
      "shape": "irregular stone pattern",
      "material": "stone",
      "count": 1,
      "note": "Callout text is cropped and partial."
    },
    {
      "name": "filter layer",
      "tag": "",
      "shape": "hatched strips",
      "material": "",
      "count": null,
      "note": "Callout text is cropped and partial."
    }
  ],
  "measurements": [
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "bearing/support detail"
    },
    {
      "label": "horizontal dimension",
      "value": "2850",
      "unit": "",
      "appliesTo": "bearing/support detail"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "wall/support detail"
    },
    {
      "label": "end pile spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "foundation cap and piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "end pile spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "foundation cap and piles"
    },
    {
      "label": "overall foundation width",
      "value": "12300",
      "unit": "",
      "appliesTo": "foundation cap and piles"
    },
    {
      "label": "pile diameter",
      "value": "1200",
      "unit": "",
      "appliesTo": "bored cast-in-situ pile"
    },
    {
      "label": "filter thickness",
      "value": "600",
      "unit": "",
      "appliesTo": "filter layer"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "POT-PTFE BEARING (TYP.)",
    "RCC SEISMIC STOPPER",
    "STONE PITCH...",
    "INDEPENDEN...",
    "600 THK. FIL...",
    "1200 DIA BOR...",
    "CAST-IN-SITU"
  ],
  "labels": [
    "1",
    "2",
    "SECTION A-A",
    "(SCALE 1:150)",
    "DESIGN CONSULTANT:",
    "LEA ASSOCIATES SOUTH ASI...",
    "B-1, E-27, IInd FLOOR, MOHAN COOPERA...",
    "INDUSTRIAL ESTATE, MATHURA ROAD,",
    "NEW DELHI-110044",
    "INDIA",
    "MKD.",
    "DATE",
    "DESCRIPTION",
    "BY"
  ],
  "description": "This crop shows SECTION A-A through a bridge support/abutment foundation, including a partial sloping wall or return, bearing and RCC seismic stopper. The foundation is shown supported on four circular bored cast-in-situ piles, with partial stone pitching and filter treatment indicated at the adjacent ground slope."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "girder profile, partial",
      "material": "precast PSC",
      "count": 2,
      "note": "Two girder ends are visible at the top of the crop."
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "RCC",
      "count": 2,
      "note": "Shown adjacent to the bearing locations."
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Marked (TYP.)."
    },
    {
      "name": "RCC pier cap",
      "tag": "",
      "shape": "rectangular",
      "material": "RCC",
      "count": 1,
      "note": "Supports the bearings and girder ends."
    },
    {
      "name": "RCC column pier",
      "tag": "",
      "shape": "rectangular",
      "material": "RCC",
      "count": 1,
      "note": "Central pier column."
    },
    {
      "name": "RCC pilecap",
      "tag": "",
      "shape": "rectangular",
      "material": "RCC",
      "count": 1,
      "note": "Dashed outline shown below ground level."
    },
    {
      "name": "bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "cast-in-situ concrete",
      "count": 2,
      "note": "Pile diameter is called out as 1200 DIA."
    }
  ],
  "measurements": [
    {
      "label": "Pier-cap dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC pier cap"
    },
    {
      "label": "Pier-cap dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pier cap"
    },
    {
      "label": "Pier-cap dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pier cap"
    },
    {
      "label": "Pier-cap width",
      "value": "3640(SQ)4203(SK)",
      "unit": "",
      "appliesTo": "RCC pier cap"
    },
    {
      "label": "Column pier width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "Pilecap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile spacing/end offset",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap / piles"
    },
    {
      "label": "Pile centre-to-centre spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "Pile spacing/end offset",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap / piles"
    },
    {
      "label": "Pilecap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile diameter",
      "value": "1200 DIA",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "Scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "PRECAST PSC GIRDER (TYP.)",
    "RCC SEISMIC STOPPER",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "SECTION B-B",
    "(SCALE 1:150)",
    "CLIENT:",
    "PROJECT:"
  ],
  "description": "This crop shows SECTION B-B through a bridge pier founded on a pilecap and two bored cast-in-situ piles. The section depicts precast PSC girder ends supported on POT-PTFE bearings over an RCC pier cap, RCC column pier, and RCC pilecap."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "10",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "SCALE",
      "value": "1:25",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    },
    {
      "label": "chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "BRIDGE"
    },
    {
      "label": "design km",
      "value": "113+000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "length",
      "value": "49.00",
      "unit": "KM",
      "appliesTo": ""
    }
  ],
  "notes": [
    "8. STRIP SEAL TYPE OF E... SPECIFICATION.",
    "9. BITUMINOUS CONCRET...",
    "10. FRL, CAMBER / SUPE... LATEST PLAN & PROF...",
    "11. DRAINAGE SPOUT SHA... SPECIFICATION.",
    "12. BACK FILLING MATERIA... APPENDIX 6 OF IRC ... THE SUPERSTRUCTURE...",
    "13. THE STRUCTURE IS L... ’SEVERE’ EXPOSURE C...",
    "14. DIMENSION OF STRUCTURE...",
    "15. THE SELECTED EARTH... SHALL HAVE THE FOL...",
    "16. THE PIERCAP TOP LE... & PEDESTAL. IN CASE... THE HEIGHT OF THE...",
    "17. FOR DIMENSION & RI... CRASH BARRIER & DI...",
    "18. TENTATIVE WORKING P..."
  ],
  "labels": [
    "SECTION AT PIER LOCATION",
    "(SCALE 1:25)",
    "MAX. VERTICAL LOAD",
    "LATERAL LOAD",
    "DRAWING TITLE:",
    "GENERAL ARRANGEMENT DRAWING F...",
    "BRIDGE AT CH. 64+412",
    "AUTHORITY OF INDIA",
    "Transport & Highways)",
    "of India",
    "ACCESS-CONTROLLED INDORE EASTERN BYPASS STARTING FROM D...",
    "... AT DESIGN KM 113+000 NEAR SIMROL/DATODA VILLAGE (PACKAGE...",
    "... STATE OF MADYA PRADESH ON EPC MODE. (LENGTH – 49.00 KM)"
  ],
  "description": "This crop primarily shows a partial general notes block, including notes numbered 8 through 18 and a partial working-load table. At upper left is a cropped fragment of the section titled “SECTION AT PIER LOCATION,” with a 1500 dimension and scale 1:25; the title block at the bottom identifies a general arrangement drawing for a bridge at Ch. 64+412."
}

Model reply contained no readable JSON object

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Number of lanes",
      "value": "6",
      "unit": "",
      "appliesTo": "PROJECT"
    },
    {
      "label": "Design KM",
      "value": "64+000",
      "unit": "KM",
      "appliesTo": "PROJECT"
    },
    {
      "label": "Design KM",
      "value": "113+000",
      "unit": "KM",
      "appliesTo": "PROJECT"
    },
    {
      "label": "Length",
      "value": "49.00",
      "unit": "KM",
      "appliesTo": "PROJECT"
    },
    {
      "label": "CH.",
      "value": "64+412",
      "unit": "",
      "appliesTo": "Major bridge"
    }
  ],
  "notes": [
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER"
  ],
  "labels": [
    "DESIGN CONSULTANT:",
    "LEA ASSOCIATES SOUTH ASIA PVT. LTD.,",
    "B-1, E-27, IInd FLOOR, MOHAN COOPERATIVE",
    "INDUSTRIAL ESTATE, MATHURA ROAD,",
    "NEW DELHI-110044",
    "INDIA",
    "CLIENT:",
    "NATIONAL HIGHWAYS AUTHORITY OF INDIA",
    "(Ministry of Road Transport & Highways)",
    "Government of India",
    "DRAWING TITLE:",
    "GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE AT CH. 64+412",
    "DRG. NO.",
    "73580A\\LASA\\STR\\MJBR5\\GA-01",
    "REV.",
    "R0",
    "PROJECT:",
    "DEVELOPMENT OF 6 LANE GREENFIELD ACCESS-CONTROLLED INDORE EASTERN BYPASS STARTING FROM DESIGN KM 64+000 NEAR PIRKARADIYA VILLAGE AND ENDING AT DESIGN KM 113+000 NEAR SIMROL/DATOADA VILLAGE (PACKAGE – 1) OF INDORE DISTRICT IN THE STATE OF MADYA PRADESH ON EPC MODE. (LENGTH – 49.00 KM)",
    "SCALE :-",
    "AS SHOWN",
    "DATE:",
    "DEC. 2025",
    "DRAWN :",
    "KUNAL",
    "DESIGNED",
    "VARUN SINGH",
    "CHECKED",
    "S. MANDAL",
    "APPROVED",
    "U. SEN",
    "(SHEET 2 OF 3)",
    "SHEET SIZE A2",
    "MKD.",
    "DATE",
    "DESCRIPTION",
    "BY",
    "REVISION"
  ],
  "description": "This crop is the drawing title block and revision block for a general arrangement drawing of a major bridge at CH. 64+412. It identifies the consultant, client, project limits, drawing number, revision, scale, date, and drawing personnel; no constructional elements are shown."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "barrier profile",
      "material": "RCC",
      "count": 2,
      "note": "One at each outer edge of the roadway."
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": "Shown adjacent to the crash barriers."
    },
    {
      "name": "Cast-in-situ deck",
      "tag": "",
      "shape": "slab",
      "material": "RCC",
      "count": 2,
      "note": "One deck slab each side of the central median wall."
    },
    {
      "name": "Wearing course",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 2,
      "note": "Called out as 50mm THK. (WC)."
    },
    {
      "name": "Cantilever median wall",
      "tag": "",
      "shape": "rectangular wall",
      "material": "",
      "count": 1,
      "note": "Located at the road centreline between the two deck portions."
    },
    {
      "name": "Abutment wall",
      "tag": "A1 / A2",
      "shape": "rectangular wall",
      "material": "",
      "count": 2,
      "note": "Two outer abutment wall/retaining-wall sections are shown, one each side of the median."
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Dashed cap outlines below the abutment walls; PCTL and PCBL levels are called out."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 10,
      "note": "Five piles are visible below each pile cap."
    },
    {
      "name": "PCC concrete",
      "tag": "M-15",
      "shape": "rectangular block",
      "material": "PCC",
      "count": 1,
      "note": "Hatched block below the cantilever median wall."
    },
    {
      "name": "Approach embankment",
      "tag": "",
      "shape": "sloping",
      "material": "",
      "count": 2,
      "note": "Side slopes are marked 2 horizontal to 1 vertical."
    },
    {
      "name": "Rock pitching / riprap",
      "tag": "",
      "shape": "irregular stone pattern",
      "material": "stone",
      "count": 2,
      "note": "Stone-pattern areas are shown on both embankment slopes."
    },
    {
      "name": "Joint sealant",
      "tag": "",
      "shape": "vertical gap",
      "material": "polysulphide sealant",
      "count": 1,
      "note": "20mm gap at the median wall."
    }
  ],
  "measurements": [
    {
      "label": "ROW",
      "value": "80000",
      "unit": "",
      "appliesTo": "road right-of-way"
    },
    {
      "label": "ROW half-width",
      "value": "40000",
      "unit": "",
      "appliesTo": "left side"
    },
    {
      "label": "ROW half-width",
      "value": "40000",
      "unit": "",
      "appliesTo": "right side"
    },
    {
      "label": "carriageway-side width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left side"
    },
    {
      "label": "carriageway-side width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right side"
    },
    {
      "label": "median width",
      "value": "2900",
      "unit": "",
      "appliesTo": "central median"
    },
    {
      "label": "CARRIAGEWAY",
      "value": "13500",
      "unit": "",
      "appliesTo": "left-hand-side carriageway"
    },
    {
      "label": "CARRIAGEWAY",
      "value": "13500",
      "unit": "",
      "appliesTo": "right-hand-side carriageway"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "left outer edge"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "left inner edge"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "right inner edge"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "right outer edge"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "left footpath"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "right footpath"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "left side"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "median, left side"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "median, right side"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "right side"
    },
    {
      "label": "wearing course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "WC"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "left RCC cast-in-situ deck"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "right RCC cast-in-situ deck"
    },
    {
      "label": "deck/support depth",
      "value": "750",
      "unit": "",
      "appliesTo": "left deck"
    },
    {
      "label": "deck/support depth",
      "value": "750",
      "unit": "",
      "appliesTo": "right deck"
    },
    {
      "label": "abutment end width",
      "value": "1275",
      "unit": "",
      "appliesTo": "left abutment wall"
    },
    {
      "label": "abutment end width",
      "value": "1275",
      "unit": "",
      "appliesTo": "right abutment wall"
    },
    {
      "label": "pile spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "left pile-cap layout"
    },
    {
      "label": "pile spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "left pile-cap layout"
    },
    {
      "label": "pile spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "left pile-cap layout"
    },
    {
      "label": "pile spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "left pile-cap layout"
    },
    {
      "label": "pile spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "right pile-cap layout"
    },
    {
      "label": "pile spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "right pile-cap layout"
    },
    {
      "label": "pile spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "right pile-cap layout"
    },
    {
      "label": "pile spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "right pile-cap layout"
    },
    {
      "label": "wall reinforcement spacing",
      "value": "1000",
      "unit": "",
      "appliesTo": "left abutment wall"
    },
    {
      "label": "wall reinforcement spacing",
      "value": "1000",
      "unit": "",
      "appliesTo": "right abutment wall"
    },
    {
      "label": "wall reinforcement spacing",
      "value": "1000",
      "unit": "",
      "appliesTo": "left abutment wall"
    },
    {
      "label": "wall reinforcement spacing",
      "value": "1000",
      "unit": "",
      "appliesTo": "right abutment wall"
    },
    {
      "label": "wall depth",
      "value": "10000",
      "unit": "",
      "appliesTo": "left abutment wall"
    },
    {
      "label": "wall depth",
      "value": "10000",
      "unit": "",
      "appliesTo": "right abutment wall"
    },
    {
      "label": "joint gap",
      "value": "20",
      "unit": "mm",
      "appliesTo": "cantilever median wall joint"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "left pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "left pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "left pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "left pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "right pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "right pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "right pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "right pile cap"
    },
    {
      "label": "pile-cap end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "left pile cap"
    },
    {
      "label": "pile-cap end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "right pile cap"
    },
    {
      "label": "pile-cap width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left pile cap"
    },
    {
      "label": "pile-cap width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right pile cap"
    },
    {
      "label": "side slope",
      "value": "2",
      "unit": "",
      "appliesTo": "left approach embankment"
    },
    {
      "label": "side slope",
      "value": "1",
      "unit": "",
      "appliesTo": "left approach embankment"
    },
    {
      "label": "side slope",
      "value": "2",
      "unit": "",
      "appliesTo": "right approach embankment"
    },
    {
      "label": "side slope",
      "value": "1",
      "unit": "",
      "appliesTo": "right approach embankment"
    },
    {
      "label": "ACTL A1 L/S",
      "value": "514.674",
      "unit": "",
      "appliesTo": "left side"
    },
    {
      "label": "ACTL A2 L/S",
      "value": "516.136",
      "unit": "",
      "appliesTo": "left side"
    },
    {
      "label": "ACTL A1 R/S",
      "value": "514.839",
      "unit": "",
      "appliesTo": "right side"
    },
    {
      "label": "ACTL A2 R/S",
      "value": "516.318",
      "unit": "",
      "appliesTo": "right side"
    },
    {
      "label": "PCTL A1 L/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "left pile cap"
    },
    {
      "label": "PCTL A2 L/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "left pile cap"
    },
    {
      "label": "PCBL A1 L/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "left pile cap"
    },
    {
      "label": "PCBL A2 L/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "left pile cap"
    },
    {
      "label": "PCTL A1 R/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "right pile cap"
    },
    {
      "label": "PCTL A2 R/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "right pile cap"
    },
    {
      "label": "PCBL A1 R/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "right pile cap"
    },
    {
      "label": "PCBL A2 R/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "right pile cap"
    },
    {
      "label": "PILE TIP LVL. A1 L/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "left piles"
    },
    {
      "label": "PILE TIP LVL. A2 L/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "left piles"
    },
    {
      "label": "PILE TIP LVL. A1 R/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "right piles"
    },
    {
      "label": "PILE TIP LVL. A2 R/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "right piles"
    },
    {
      "label": "SCALE",
      "value": "1:150",
      "unit": "",
      "appliesTo": "section title"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK",
    "SLOPE 2.5%",
    "20mm GAP FILLED WITH POLYSULPHIDE SEALANT",
    "CANTILEVER MEDIAN WALL",
    "PCC M-15"
  ],
  "labels": [
    "C/L OF PROPOSED ROAD",
    "C/L OF LHS (CARRIAGEWAY)",
    "C/L OF RHS (CARRIAGEWAY)",
    "FRL",
    "SECTION AT ABUTMENT LOCATION AT A1 & A2",
    "FOOTPATH",
    "ROW"
  ],
  "description": "This crop shows a transverse cross section titled \"SECTION AT ABUTMENT LOCATION AT A1 & A2,\" across the proposed 80000 ROW. It documents the two carriageways, central cantilever median wall, decks, outer abutment walls, pile caps and piles, with approach embankment slopes and level callouts. A partial subsequent section is visible at the bottom of the crop but is cut off."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER."
  ],
  "labels": [
    "NOTES:",
    "DRG. NO.",
    "73580A\\LASA\\STR\\MJBR5\\GA-01",
    "REV.",
    "R0",
    "SCALE :-",
    "AS SHOWN",
    "DATE: DEC. 2025",
    "DRAWN : KUNAL"
  ],
  "description": "This crop shows part of a drawing title block and a boxed general note. It identifies the drawing number, revision, scale, date, and drafter; the lower title-block fields are only partially visible."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE"
    },
    {
      "label": "Starting design chainage",
      "value": "64+000",
      "unit": "",
      "appliesTo": "PROJECT"
    },
    {
      "label": "Ending design chainage",
      "value": "113+000",
      "unit": "",
      "appliesTo": "PROJECT"
    },
    {
      "label": "Length",
      "value": "49.00",
      "unit": "KM",
      "appliesTo": "PROJECT"
    }
  ],
  "notes": [
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER"
  ],
  "labels": [
    "REVISION",
    "MKD.",
    "DATE",
    "DESCRIPTION",
    "BY",
    "DESIGN CONSULTANT:",
    "LEA ASSOCIATES SOUTH ASIA PVT. LTD.,",
    "B-1, E-27, Ind Floor, MOHAN COOPERATIVE",
    "INDUSTRIAL ESTATE, MATHURA ROAD,",
    "NEW DELHI-110044",
    "INDIA",
    "CLIENT:",
    "NATIONAL HIGHWAYS AUTHORITY OF INDIA",
    "(Ministry of Road Transport & Highways)",
    "Government of India",
    "DRAWING TITLE:",
    "GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE AT CH. 64+412",
    "PROJECT:",
    "DEVELOPMENT OF 6 LANE GREENFIELD ACCESS-CONTROLLED INDORE EASTERN BYPASS STARTING FROM DESIGN KM 64+000 NEAR PIRKARADIYA VILLAGE AND ENDING AT DESIGN KM 113+000 NEAR SIMROL/DATODA VILLAGE (PACKAGE – 1) OF INDORE MULTIMODAL LOGISTIC PARK IN THE STATE OF MADHYA PRADESH ON EPC MODE. (LENGTH – 49.00 KM)",
    "DRG. NO.",
    "73580A\\LASA\\STR\\MJBR5\\GA-01",
    "REV.",
    "R0",
    "SCALE :-",
    "AS SHOWN",
    "DATE:",
    "DEC. 2025",
    "DRAWN :",
    "KUNAL",
    "DESIGNED",
    "VARUN SINGH",
    "CHECKED",
    "S.MANDAL",
    "APPROVED",
    "U. SEN",
    "(SHEET 3 OF 3)",
    "SHEET SIZE A2"
  ],
  "description": "This crop shows the title block and revision block for a general arrangement drawing of a major bridge at CH. 64+412. It documents drawing identification, project/client and consultant information, scale, date, personnel, and sheet status; no construction elements are shown."
}

{
  "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 carriageways."
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "rectangular slab/strip",
      "material": "",
      "count": 2,
      "note": "Shown adjacent to the outer crash barriers."
    },
    {
      "name": "Wearing course",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 2,
      "note": "Called out as 50mm THK. (WC)."
    },
    {
      "name": "Cast in situ deck",
      "tag": "",
      "shape": "slab",
      "material": "RCC",
      "count": 2,
      "note": "One deck slab is shown for each carriageway."
    },
    {
      "name": "Pier cap",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 2,
      "note": "One cap is shown below each deck."
    },
    {
      "name": "Pier column",
      "tag": "",
      "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": "One pile cap is shown below each group of pier columns."
    },
    {
      "name": "Pile",
      "tag": "P1",
      "shape": "circular (schematically shown)",
      "material": "",
      "count": 12,
      "note": "Six piles are visible below each pile cap; pile size is marked 1.2."
    }
  ],
  "measurements": [
    {
      "label": "Upper partial dimension chain",
      "value": "3750",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Upper partial dimension chain",
      "value": "3750",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Upper partial dimension chain",
      "value": "3750",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Upper partial dimension chain",
      "value": "3750",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Upper partial dimension chain",
      "value": "775",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Upper partial overall dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Upper partial dimension chain",
      "value": "775",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "PILE TIP LVL. A1 L/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "PILE TIP LVL. A2 L/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PILE TIP LVL. A1 R/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "PILE TIP LVL. A2 R/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "Scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT ABUTMENT LOCATION AT A1 & A2"
    },
    {
      "label": "Centre width",
      "value": "2900",
      "unit": "",
      "appliesTo": "C OF PROPOSED ROAD"
    },
    {
      "label": "Overall deck width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left carriageway deck"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "left carriageway"
    },
    {
      "label": "Edge offset",
      "value": "450",
      "unit": "",
      "appliesTo": "left carriageway deck"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "left footpath"
    },
    {
      "label": "Offset",
      "value": "100",
      "unit": "",
      "appliesTo": "left side"
    },
    {
      "label": "Wearing course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "WC"
    },
    {
      "label": "Deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "left RCC CAST IN SITU DECK"
    },
    {
      "label": "Bearing/spacing dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "left deck support area"
    },
    {
      "label": "Overall deck width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right carriageway deck"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "right carriageway"
    },
    {
      "label": "Edge offset",
      "value": "450",
      "unit": "",
      "appliesTo": "right carriageway deck"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "right footpath"
    },
    {
      "label": "Offset",
      "value": "100",
      "unit": "",
      "appliesTo": "right side"
    },
    {
      "label": "Wearing course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "WC"
    },
    {
      "label": "Deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "right RCC CAST IN SITU DECK"
    },
    {
      "label": "Bearing/spacing dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "right deck support area"
    },
    {
      "label": "Pier cap end width",
      "value": "1275",
      "unit": "",
      "appliesTo": "left pier cap"
    },
    {
      "label": "Pier cap segment width",
      "value": "3500",
      "unit": "",
      "appliesTo": "left pier cap"
    },
    {
      "label": "Pier cap segment width",
      "value": "3500",
      "unit": "",
      "appliesTo": "left pier cap"
    },
    {
      "label": "Pier cap segment width",
      "value": "3500",
      "unit": "",
      "appliesTo": "left pier cap"
    },
    {
      "label": "Pier cap segment width",
      "value": "3500",
      "unit": "",
      "appliesTo": "left pier cap"
    },
    {
      "label": "Pier cap end width",
      "value": "1275",
      "unit": "",
      "appliesTo": "left pier cap"
    },
    {
      "label": "Pier cap overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left pier cap"
    },
    {
      "label": "Pier cap end width",
      "value": "1275",
      "unit": "",
      "appliesTo": "right pier cap"
    },
    {
      "label": "Pier cap segment width",
      "value": "3500",
      "unit": "",
      "appliesTo": "right pier cap"
    },
    {
      "label": "Pier cap segment width",
      "value": "3500",
      "unit": "",
      "appliesTo": "right pier cap"
    },
    {
      "label": "Pier cap segment width",
      "value": "3500",
      "unit": "",
      "appliesTo": "right pier cap"
    },
    {
      "label": "Pier cap segment width",
      "value": "3500",
      "unit": "",
      "appliesTo": "right pier cap"
    },
    {
      "label": "Pier cap end width",
      "value": "1275",
      "unit": "",
      "appliesTo": "right pier cap"
    },
    {
      "label": "Pier cap overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right pier cap"
    },
    {
      "label": "Pier spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "left pier columns"
    },
    {
      "label": "Pier spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "left pier columns"
    },
    {
      "label": "Pier column width",
      "value": "1000",
      "unit": "",
      "appliesTo": "left pier columns"
    },
    {
      "label": "Pier column width",
      "value": "1000",
      "unit": "",
      "appliesTo": "left pier columns"
    },
    {
      "label": "Pier column width",
      "value": "1000",
      "unit": "",
      "appliesTo": "left pier columns"
    },
    {
      "label": "Pier spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "right pier columns"
    },
    {
      "label": "Pier spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "right pier columns"
    },
    {
      "label": "Pier column width",
      "value": "1000",
      "unit": "",
      "appliesTo": "right pier columns"
    },
    {
      "label": "Pier column width",
      "value": "1000",
      "unit": "",
      "appliesTo": "right pier columns"
    },
    {
      "label": "Pier column width",
      "value": "1000",
      "unit": "",
      "appliesTo": "right pier columns"
    },
    {
      "label": "PCTL P1 L/S",
      "value": "515.384",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCTL P1 R/S",
      "value": "515.567",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCTL P1 L/S",
      "value": "503.316",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCTL P1 R/S",
      "value": "503.316",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCBL P1 L/S",
      "value": "501.516",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCBL P1 R/S",
      "value": "501.516",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PILE TIP LVL. P1 L/S",
      "value": "476.566",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PILE TIP LVL. P1 R/S",
      "value": "476.566",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pile cap overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "P1 left pile cap"
    },
    {
      "label": "Pile cap overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "P1 right pile cap"
    },
    {
      "label": "Pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "P1 left pile group"
    },
    {
      "label": "Pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "P1 left pile group"
    },
    {
      "label": "Pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "P1 left pile group"
    },
    {
      "label": "Pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "P1 left pile group"
    },
    {
      "label": "Pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "P1 left pile group"
    },
    {
      "label": "Pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "P1 right pile group"
    },
    {
      "label": "Pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "P1 right pile group"
    },
    {
      "label": "Pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "P1 right pile group"
    },
    {
      "label": "Pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "P1 right pile group"
    },
    {
      "label": "Pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "P1 right pile group"
    },
    {
      "label": "Pile group end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "P1 left pile cap"
    },
    {
      "label": "Pile group end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "P1 right pile cap"
    },
    {
      "label": "Pile size",
      "value": "1.2",
      "unit": "",
      "appliesTo": "P1 piles"
    },
    {
      "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%",
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER"
  ],
  "labels": [
    "SECTION AT ABUTMENT LOCATION AT A1 & A2",
    "C OF PROPOSED ROAD",
    "C OF LHS (CARRIAGEWAY)",
    "C OF RHS (CARRIAGEWAY)",
    "FRL",
    "FOOTPATH",
    "PCTL P1 L/S",
    "PCTL P1 R/S",
    "PCBL P1 L/S",
    "PCBL P1 R/S",
    "PILE TIP LVL. P1 L/S",
    "PILE TIP LVL. P1 R/S",
    "SECTION AT PIER LOCATION",
    "DESIGN CONSULTANT:",
    "LEA ASSOCIATES SOUTH ASIA PVT. LTD.,",
    "B-1, E-27, IInd FLOOR, MOHAN COOPERATIVE",
    "INDUSTRIAL ESTATE, MATHURA ROAD,",
    "NEW DELHI-110044",
    "CLIENT:",
    "NATIONAL HIGHWAYS AUTHORITY OF INDIA",
    "(Ministry of Road Transport & Highways)",
    "Government of India",
    "DRAWING TITLE:",
    "GENERAL ARRANGEMENT DRAWING FOR MAJOR",
    "BRIDGE AT CH. 64+412",
    "DRG. NO.",
    "73580A\\ALASA\\STR\\MJBR5\\GA-01",
    "REV.",
    "R0",
    "SCALE :-",
    "AS SHOWN",
    "DATE:",
    "DEC. 2025",
    "DRAWN :",
    "KUNAL"
  ],
  "description": "This crop principally shows the cross section titled SECTION AT PIER LOCATION, with separate left-side and right-side carriageway deck, pier-cap, pier-column, pile-cap, and pile arrangements. A partial upper portion of a separate section titled SECTION AT ABUTMENT LOCATION AT A1 & A2 is also visible, together with part of the drawing title block and a notes box."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "carriageway",
      "tag": "",
      "shape": "sloping paved surface",
      "material": "",
      "count": 2,
      "note": "LHS and RHS carriageways shown."
    },
    {
      "name": "footpath",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footpath at each outer side of the carriageways."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "barrier profile",
      "material": "RCC",
      "count": 2,
      "note": "Located at outer edges of deck."
    },
    {
      "name": "cast in situ deck",
      "tag": "",
      "shape": "sloping slab",
      "material": "RCC",
      "count": 2,
      "note": "Deck slabs shown on either side of median."
    },
    {
      "name": "wearing course",
      "tag": "WC",
      "shape": "thin sloping layer",
      "material": "",
      "count": 2,
      "note": "50mm thick, on deck."
    },
    {
      "name": "abutment",
      "tag": "A1 / A2",
      "shape": "rectangular retaining wall",
      "material": "",
      "count": 2,
      "note": "Abutment sections shown at left and right sides of median."
    },
    {
      "name": "cantilever median wall",
      "tag": "",
      "shape": "rectangular wall",
      "material": "",
      "count": 1,
      "note": "At centre between the two abutment/deck portions."
    },
    {
      "name": "pile cap",
      "tag": "PCBL",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One pile-cap level callout is shown for each side."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "rectangular dashed outline",
      "material": "",
      "count": 10,
      "note": "Five visible pile positions beneath each side of the abutment."
    },
    {
      "name": "plain cement concrete",
      "tag": "PCC M-15",
      "shape": "rectangular block",
      "material": "PCC",
      "count": 1,
      "note": "Shown below the central median-wall area."
    },
    {
      "name": "approach embankment",
      "tag": "",
      "shape": "sloping",
      "material": "",
      "count": 2,
      "note": "Sloping approach fill is shown at both outer sides."
    },
    {
      "name": "rock protection",
      "tag": "",
      "shape": "irregular rock pattern",
      "material": "",
      "count": 2,
      "note": "Rock-pattern areas are shown on both approach slopes."
    }
  ],
  "measurements": [
    {
      "label": "ROW",
      "value": "80000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "ROW side width",
      "value": "40000",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "ROW side width",
      "value": "40000",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "C OF PROPOSED ROAD",
      "value": "29000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "section width",
      "value": "16550",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "section width",
      "value": "16550",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "carriageway",
      "value": "13500",
      "unit": "",
      "appliesTo": "LHS carriageway"
    },
    {
      "label": "carriageway",
      "value": "13500",
      "unit": "",
      "appliesTo": "RHS carriageway"
    },
    {
      "label": "outer width",
      "value": "450",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "outer width",
      "value": "450",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "outer width",
      "value": "450",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "outer width",
      "value": "450",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "footpath",
      "value": "1500",
      "unit": "",
      "appliesTo": "LHS footpath"
    },
    {
      "label": "footpath",
      "value": "1500",
      "unit": "",
      "appliesTo": "RHS footpath"
    },
    {
      "label": "dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "wearing course thickness",
      "value": "50mm",
      "unit": "",
      "appliesTo": "WC"
    },
    {
      "label": "slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "LHS deck"
    },
    {
      "label": "wearing course thickness",
      "value": "50mm",
      "unit": "",
      "appliesTo": "WC"
    },
    {
      "label": "slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "RHS deck"
    },
    {
      "label": "deck/support spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "deck/support spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "slope",
      "value": "1",
      "unit": "",
      "appliesTo": "LHS approach slope"
    },
    {
      "label": "slope",
      "value": "2",
      "unit": "",
      "appliesTo": "LHS approach slope"
    },
    {
      "label": "slope",
      "value": "2",
      "unit": "",
      "appliesTo": "RHS approach slope"
    },
    {
      "label": "slope",
      "value": "1",
      "unit": "",
      "appliesTo": "RHS approach slope"
    },
    {
      "label": "abutment width segment",
      "value": "1275",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "abutment width segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "abutment width segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "abutment width segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "abutment width segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "abutment width segment",
      "value": "1275",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "abutment width segment",
      "value": "1275",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "abutment width segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "abutment width segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "abutment width segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "abutment width segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "abutment width segment",
      "value": "1275",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "LHS abutment"
    },
    {
      "label": "reinforcement/grid spacing",
      "value": "1000",
      "unit": "",
      "appliesTo": "LHS abutment"
    },
    {
      "label": "reinforcement/grid spacing",
      "value": "1000",
      "unit": "",
      "appliesTo": "LHS abutment"
    },
    {
      "label": "vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "RHS abutment"
    },
    {
      "label": "reinforcement/grid spacing",
      "value": "1000",
      "unit": "",
      "appliesTo": "RHS abutment"
    },
    {
      "label": "reinforcement/grid spacing",
      "value": "1000",
      "unit": "",
      "appliesTo": "RHS abutment"
    },
    {
      "label": "gap",
      "value": "20mm",
      "unit": "",
      "appliesTo": "cantilever median wall"
    },
    {
      "label": "abutment/pile-cap width",
      "value": "16550",
      "unit": "",
      "appliesTo": "LHS"
    },
    {
      "label": "abutment/pile-cap width",
      "value": "16550",
      "unit": "",
      "appliesTo": "RHS"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "LHS piles"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "LHS piles"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "LHS piles"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "LHS piles"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "RHS piles"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "RHS piles"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "RHS piles"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "RHS piles"
    },
    {
      "label": "end pile offset",
      "value": "775",
      "unit": "",
      "appliesTo": "LHS piles"
    },
    {
      "label": "end pile offset",
      "value": "775",
      "unit": "",
      "appliesTo": "LHS piles"
    },
    {
      "label": "end pile offset",
      "value": "775",
      "unit": "",
      "appliesTo": "RHS piles"
    },
    {
      "label": "end pile offset",
      "value": "775",
      "unit": "",
      "appliesTo": "RHS piles"
    },
    {
      "label": "ACTL A1 L/S",
      "value": "514.674",
      "unit": "",
      "appliesTo": "A1 L/S"
    },
    {
      "label": "ACTL A2 L/S",
      "value": "516.136",
      "unit": "",
      "appliesTo": "A2 L/S"
    },
    {
      "label": "ACTL A1 R/S",
      "value": "514.839",
      "unit": "",
      "appliesTo": "A1 R/S"
    },
    {
      "label": "ACTL A2 R/S",
      "value": "516.318",
      "unit": "",
      "appliesTo": "A2 R/S"
    },
    {
      "label": "PCTL A1 L/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "A1 L/S"
    },
    {
      "label": "PCTL A2 L/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "A2 L/S"
    },
    {
      "label": "PCBL A1 L/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "A1 L/S"
    },
    {
      "label": "PCBL A2 L/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "A2 L/S"
    },
    {
      "label": "PCTL A1 R/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "A1 R/S"
    },
    {
      "label": "PCTL A2 R/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "A2 R/S"
    },
    {
      "label": "PCBL A1 R/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "A1 R/S"
    },
    {
      "label": "PCBL A2 R/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "A2 R/S"
    },
    {
      "label": "PILE TIP LVL. A1 L/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "A1 L/S piles"
    },
    {
      "label": "PILE TIP LVL. A2 L/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "A2 L/S piles"
    },
    {
      "label": "PILE TIP LVL. A1 R/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "A1 R/S piles"
    },
    {
      "label": "PILE TIP LVL. A2 R/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "A2 R/S piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT ABUTMENT LOCATION AT A1 & A2"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "50mm THK. (WC)",
    "SLOPE 2.5%",
    "RCC CAST IN SITU DECK",
    "20mm GAP FILLED WITH POLYSULPHIDE SEALANT",
    "CANTILEVER MEDIAN WALL",
    "PCC M-15",
    "PILE TIP LVL. A1 L/S 481.905",
    "PILE TIP LVL. A2 L/S 484.641",
    "PILE TIP LVL. A1 R/S 481.905",
    "PILE TIP LVL. A2 R/S 484.641"
  ],
  "labels": [
    "ROW",
    "C OF PROPOSED ROAD",
    "C OF LHS (CARRIAGEWAY)",
    "C OF RHS (CARRIAGEWAY)",
    "FRL",
    "ACTL A1 L/S",
    "ACTL A2 L/S",
    "ACTL A1 R/S",
    "ACTL A2 R/S",
    "PCTL A1 L/S",
    "PCTL A2 L/S",
    "PCBL A1 L/S",
    "PCBL A2 L/S",
    "PCTL A1 R/S",
    "PCTL A2 R/S",
    "PCBL A1 R/S",
    "PCBL A2 R/S",
    "A",
    "B",
    "SECTION AT ABUTMENT LOCATION AT A1 & A2",
    "(SCALE 1:150)"
  ],
  "description": "The crop principally shows a transverse section titled “SECTION AT ABUTMENT LOCATION AT A1 & A2,” including two carriageways, outer footpaths and crash barriers, RCC deck slabs, abutment foundations and piles. A central cantilever median wall with a sealed 20mm gap is shown between the left and right abutment portions. The lower edge of the crop also contains only a partial second section marked B."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "profiled",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labeled RCC CRASH BARRIER at the outside edges of the two carriageways."
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": "Labeled FOOTPATH."
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "reinforced concrete, cast in situ",
      "count": 2,
      "note": "Labeled RCC CAST IN SITU DECK; each carriageway deck is shown with 2.5% slope."
    },
    {
      "name": "Wearing course",
      "tag": "",
      "shape": "thin layer",
      "material": "",
      "count": 2,
      "note": "Called out as 50mm THK. (WC)."
    },
    {
      "name": "Superstructure beams/girders",
      "tag": "",
      "shape": "rectangular/I-like section shown below deck",
      "material": "",
      "count": null,
      "note": "Multiple longitudinal members are shown below each deck; no member designation or material is printed in the crop."
    },
    {
      "name": "Pier cap",
      "tag": "P1",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown at PCBL P1 level, one at L/S and one at R/S; drawn dashed."
    },
    {
      "name": "Pier columns",
      "tag": "P1",
      "shape": "rectangular vertical members",
      "material": "",
      "count": 4,
      "note": "Two columns are visible below each superstructure side."
    },
    {
      "name": "Pile cap",
      "tag": "P1",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One pile cap is shown on each side of the section, drawn dashed."
    },
    {
      "name": "Piles",
      "tag": "P1",
      "shape": "vertical circular/rounded pile symbols",
      "material": "",
      "count": 12,
      "note": "Six pile symbols are visible below each pile cap."
    }
  ],
  "measurements": [
    {
      "label": "Partial top dimension chain",
      "value": "775",
      "unit": "",
      "appliesTo": "Top cropped dimension line; repeated at four visible end segments."
    },
    {
      "label": "Partial top dimension chain",
      "value": "16550",
      "unit": "",
      "appliesTo": "Top cropped dimension line; repeated at two visible central segments."
    },
    {
      "label": "Centre separation dimension",
      "value": "2900",
      "unit": "",
      "appliesTo": "Between the two carriageway sections at C OF PROPOSED ROAD."
    },
    {
      "label": "Overall carriageway width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Each of the two carriageway sections; shown twice."
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "LHS CARRIAGEWAY and RHS CARRIAGEWAY; shown twice."
    },
    {
      "label": "Edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "Deck edge dimension segments; shown four times."
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "FOOTPATH; shown twice."
    },
    {
      "label": "Offset dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "Deck/footpath dimension segments; shown four times."
    },
    {
      "label": "Wearing course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "WC on each deck."
    },
    {
      "label": "Deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "Each RCC CAST IN SITU DECK; shown twice."
    },
    {
      "label": "Beam/girder dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "Dimension shown beneath each deck; shown twice."
    },
    {
      "label": "End spacing",
      "value": "1275",
      "unit": "",
      "appliesTo": "Dimensions marked (SQ) at the outside portions of the superstructure; shown four times."
    },
    {
      "label": "Intermediate spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "Dimensions marked (SQ) between superstructure support lines; shown six times."
    },
    {
      "label": "Superstructure width dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "Dimension below the 1275/3500(SQ) chain for each side; shown twice."
    },
    {
      "label": "Pier-column spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "Dimension between/over pier-column locations; shown four times."
    },
    {
      "label": "Pier offset dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "Dimensions adjacent to pier-column locations; shown six times."
    },
    {
      "label": "Pile-cap width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Dimension over each pile cap; shown twice."
    },
    {
      "label": "Pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "Spacing between pile centre lines; shown ten times."
    },
    {
      "label": "Pile-group end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "Dimension at each end of the pile-group chain; shown four times."
    },
    {
      "label": "Pile-group width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Dimension in the pile-group chain for each side; shown twice."
    },
    {
      "label": "Pile tip level",
      "value": "481.905",
      "unit": "",
      "appliesTo": "PILE TIP LVL. A1 L/S and A1 R/S."
    },
    {
      "label": "Pile tip level",
      "value": "484.641",
      "unit": "",
      "appliesTo": "PILE TIP LVL. A2 L/S and A2 R/S."
    },
    {
      "label": "PCTL level",
      "value": "515.384",
      "unit": "",
      "appliesTo": "PCTL P1 L/S."
    },
    {
      "label": "PCTL level",
      "value": "515.567",
      "unit": "",
      "appliesTo": "PCTL A2 R/S."
    },
    {
      "label": "PCTL level",
      "value": "503.316",
      "unit": "",
      "appliesTo": "PCTL P1 L/S and PCTL P1 R/S."
    },
    {
      "label": "PCBL level",
      "value": "501.516",
      "unit": "",
      "appliesTo": "PCBL P1 L/S and PCBL P1 R/S."
    },
    {
      "label": "Pile tip level",
      "value": "476.566",
      "unit": "",
      "appliesTo": "PILE TIP LVL. P1 L/S and PILE TIP LVL. P1 R/S."
    },
    {
      "label": "Scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT ABUTMENT LOCATION AT A1 & A2 and SECTION AT PIER LOCATION."
    }
  ],
  "notes": [
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER"
  ],
  "labels": [
    "SECTION AT ABUTMENT LOCATION AT A1 & A2",
    "SECTION AT PIER LOCATION",
    "A",
    "B",
    "C OF PROPOSED ROAD",
    "C OF LHS (CARRIAGEWAY)",
    "C OF RHS (CARRIAGEWAY)",
    "FRL",
    "RDW",
    "(SCALE 1:150)",
    "DESIGN CONSULTANT:",
    "LEA ASSOCIATES SOUTH ASIA PVT. LTD.,",
    "CLIENT:",
    "NATIONAL HIGHWAYS AUTHORITY OF INDIA",
    "(Ministry of Road Transport & Highways)",
    "Government of India",
    "DRAWING TITLE:",
    "GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE AT CH. 64+412",
    "DRG. NO.",
    "73580A\\LASA\\STR\\MJBR5\\GA-01",
    "REV.",
    "R0",
    "SCALE :- AS SHOWN",
    "DATE: DEC. 2025",
    "DRAWN : KUNAL"
  ],
  "description": "The crop shows transverse structural sections for the titled abutment location at A1 and A2 and for pier location P1, split into left-side and right-side portions about the proposed road centre. It documents the deck, footpath and crash-barrier arrangement above supports, together with pier/pile-cap and pile foundation geometry and stated levels."
}