LASA-Final

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "READ THIS DRAWING IN CONJUN— (text cut off at right edge of crop)",
    "SHEETS OF THE SAME DRAWING (text cut off at right edge of crop)"
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop shows only a boxed 'NOTES:' text block from the drawing; no constructional elements, dimensions, or graphics are present. The two note lines are truncated at the right-hand edge of the crop, so the full sentence cannot be read — it appears to instruct that the drawing be read in conjunction with other sheets of the same drawing set. No take-off quantities can be derived from this region."
}

{
  "view": "Table",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "MKD.",
    "DATE",
    "DESCRIPTION",
    "BY",
    "R E V I S I O N"
  ],
  "description": "This crop shows an empty revision block table from the drawing's title block area, with column headings MKD., DATE, DESCRIPTION and BY, and the heading REVISION beneath them. Six blank data rows are drawn and no revision entries have been filled in. No constructional elements, dimensions, or notes are present in this region."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Precast PSC girder (support section)",
      "tag": "",
      "shape": "Solid rectangular block section with widened top flange",
      "material": "precast prestressed concrete",
      "count": 1,
      "note": "End/support region shown as solid (web thickened to full 800 width); centreline of girder indicated"
    },
    {
      "name": "Precast PSC girder (mid-span section)",
      "tag": "",
      "shape": "I-girder with tapered top flange fillet and flared bottom bulb",
      "material": "precast prestressed concrete",
      "count": 1,
      "note": "Typical mid-span I-section with 300 web; centreline of girder indicated"
    }
  ],
  "measurements": [
    {
      "label": "Top flange thickness",
      "value": "150",
      "unit": "",
      "appliesTo": "Support section girder"
    },
    {
      "label": "Top flange width",
      "value": "1000",
      "unit": "",
      "appliesTo": "Support section girder"
    },
    {
      "label": "Flange haunch/fillet depth",
      "value": "29",
      "unit": "",
      "appliesTo": "Support section girder"
    },
    {
      "label": "Overall girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "Support section girder"
    },
    {
      "label": "Bottom width",
      "value": "800",
      "unit": "",
      "appliesTo": "Support section girder"
    },
    {
      "label": "Scale",
      "value": "1:50",
      "unit": "",
      "appliesTo": "SURPORT SECTION (as printed)"
    },
    {
      "label": "Top flange thickness",
      "value": "150",
      "unit": "",
      "appliesTo": "Mid section girder"
    },
    {
      "label": "Top flange width",
      "value": "1000",
      "unit": "",
      "appliesTo": "Mid section girder"
    },
    {
      "label": "Top flange taper/haunch depth",
      "value": "100",
      "unit": "",
      "appliesTo": "Mid section girder"
    },
    {
      "label": "Overall girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "Mid section girder"
    },
    {
      "label": "Depth from top flange soffit to bottom bulb taper",
      "value": "Web depth from below top haunch to top of bottom flare = 1950 — on Mid section girder",
      "unit": "",
      "appliesTo": "Mid section girder"
    },
    {
      "label": "Web thickness",
      "value": "300",
      "unit": "",
      "appliesTo": "Mid section girder"
    },
    {
      "label": "Bottom bulb taper (flare) height",
      "value": "200",
      "unit": "",
      "appliesTo": "Mid section girder"
    },
    {
      "label": "Bottom bulb depth",
      "value": "250",
      "unit": "",
      "appliesTo": "Mid section girder"
    },
    {
      "label": "Bottom bulb width",
      "value": "800",
      "unit": "",
      "appliesTo": "Mid section girder"
    },
    {
      "label": "Scale",
      "value": "1:50",
      "unit": "",
      "appliesTo": "MID SECTION"
    }
  ],
  "notes": [],
  "labels": [
    "C OF GIRDER (centreline symbol, shown twice)",
    "SURPORT SECTION",
    "(SCALE 1:50)",
    "MID SECTION",
    "(SCALE 1:50)",
    "CROSS SECTION OF PRECAST PSC GIRDER"
  ],
  "description": "This crop shows two cross sections of a precast prestressed concrete girder drawn side by side at scale 1:50 — the section at the support (solid web, full 800 wide) and the section at mid-span (I-shape with 300 thick web and flared 800 wide bottom bulb). Both are 2650 deep overall with a 1000 wide, 150 thick top flange, dimensioned in millimetres (units not printed) and referenced to the centreline of girder. Only the girder section geometry is documented here; no reinforcement, prestressing strand layout, or bearing details appear in this fragment, and part of a lower title/detail border is cut off at the bottom."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Wall type abutment · rectangular wall with tapered front face · ×1 · Left abutment, marked A1; labelled 'WALL TYPE ABUTMENT' on right side",
      "tag": "A1",
      "shape": "rectangular wall with tapered front face",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Left abutment, marked A1; labelled 'WALL TYPE ABUTMENT' on right side"
    },
    {
      "name": "Wall type abutment · rectangular wall with tapered front face · ×1 · Right abutment, marked A2",
      "tag": "A2",
      "shape": "rectangular wall with tapered front face",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Right abutment, marked A2"
    },
    {
      "name": "RCC column pier",
      "tag": "P1",
      "shape": "rectangular/circular column shaft",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Labelled 'RCC COLUMN PIER (TYP.)'"
    },
    {
      "name": "Pile cap · rectangular · ×3 · One under each abutment (12300 wide) and one under pier P1 (5100 wide)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "One under each abutment (12300 wide) and one under pier P1 (5100 wide)"
    },
    {
      "name": "Cast in situ pile · circular · reinforced concrete · 1200 dia; shown in groups under abutment caps (spacings 3600, 3600, 3600) and pier cap (3600); only elevation projection visible so true number not countable",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": null,
      "note": "1200 dia; shown in groups under abutment caps (spacings 3600, 3600, 3600) and pier cap (3600); only elevation projection visible so true number not countable"
    },
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "I-girder",
      "material": "precast prestressed concrete",
      "count": null,
      "note": "Labelled 'PRECAST PSC GIRDER (TYP.)'; girders shown in elevation over both spans, individual count not distinguishable"
    },
    {
      "name": "Deck slab with deck continuity · flat slab · ×1 · 'DECK CONTINUITY' called out over pier P1",
      "tag": "",
      "shape": "flat slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "'DECK CONTINUITY' called out over pier P1"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "rectangular upstand",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labelled over each span"
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "FR / FX",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Marked FR (free) at abutments and one side of pier, FX (fixed) at pier; four callouts 'POT-PTFE BEARING (TYP.)'"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "C/L of exp. joint marked at both abutments with exp. gap dimension"
    },
    {
      "name": "Approach slab · rectangular slab · ×2 · 300 THK. with 150 THK. PCC levelling course beneath",
      "tag": "",
      "shape": "rectangular slab",
      "material": "reinforced concrete",
      "count": 2,
      "note": "300 THK. with 150 THK. PCC levelling course beneath"
    },
    {
      "name": "PCC levelling course",
      "tag": "",
      "shape": "layer",
      "material": "plain cement concrete",
      "count": 2,
      "note": "150 THK. under approach slab"
    },
    {
      "name": "Independent retaining wall · vertical wall · ×2 · Called out at both approaches",
      "tag": "",
      "shape": "vertical wall",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Called out at both approaches"
    },
    {
      "name": "Stone pitching on filter media",
      "tag": "",
      "shape": "sloped surface protection",
      "material": "stone",
      "count": 2,
      "note": "With 600 THK. FILTER MEDIA behind"
    },
    {
      "name": "Launching apron",
      "tag": "",
      "shape": "flat apron with toe",
      "material": "",
      "count": 2,
      "note": "Labelled at left; similar element drawn at right"
    },
    {
      "name": "Embankment / approach fill slope",
      "tag": "",
      "shape": "trapezoidal slope 1:2",
      "material": "earth fill",
      "count": 2,
      "note": "Slope indicated 2:1 hatch marks at both ends"
    },
    {
      "name": "Bearing pedestal · rectangular block · concrete · Shown under bearings; mentioned in cut-off notes list",
      "tag": "",
      "shape": "rectangular block",
      "material": "reinforced concrete",
      "count": null,
      "note": "Shown under bearings; mentioned in cut-off notes list"
    }
  ],
  "measurements": [
    {
      "label": "Span length (C/L exp. joint to C/L exp. joint), left span",
      "value": "Span length (C/L exp. joint to C/L pier), left span = 40000(SQ) 46188(SK) — on Span A1-P1",
      "unit": "",
      "appliesTo": "Span A1-P1"
    },
    {
      "label": "Span length, right span",
      "value": "Span length (C/L pier to C/L exp. joint), right span = 46000(SK) 46188(SK) — on Span P1-A2",
      "unit": "",
      "appliesTo": "Span P1-A2"
    },
    {
      "label": "Expansion gap",
      "value": "80(SQ.) 92(SK)",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "Expansion gap",
      "value": "80(SQ.) 92(SK)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "C/L of brg. to C/L of brg. (left span)",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": "A1 to P1"
    },
    {
      "label": "C/L of brg. to C/L of brg. (right span)",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": "P1 to A2"
    },
    {
      "label": "C/L exp. joint to C/L of bearing",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "C/L exp. joint to C/L of bearing",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "C/L pier to C/L of bearing (left side)",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "C/L pier to C/L of bearing (right side)",
      "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": "Filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "Stone pitching / retaining wall backfill"
    },
    {
      "label": "Pier cap dimension (marked at deck level over pier)",
      "value": "1500 (SK)",
      "unit": "",
      "appliesTo": "P1 deck continuity / cross girder region"
    },
    {
      "label": "Vertical clearance above HFL (minimum)",
      "value": "1200 (min)",
      "unit": "",
      "appliesTo": "Soffit to HFL"
    },
    {
      "label": "HFL",
      "value": "HFL=",
      "unit": "",
      "appliesTo": "River level - value not printed/legible"
    },
    {
      "label": "LWL",
      "value": "506.000",
      "unit": "m",
      "appliesTo": "Low water level"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "dia (#)",
      "appliesTo": "RCC cast in situ pile (TYP.)"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "Abutment pile cap A1"
    },
    {
      "label": "Pile spacing",
      "value": "3600 — on Abutment pile cap A2 (3 spaces shown)",
      "unit": "",
      "appliesTo": "Abutment pile cap A1 (3 spaces)"
    },
    {
      "label": "Pile cap overall width",
      "value": "12300",
      "unit": "",
      "appliesTo": "Abutment pile cap A1"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "Abutment pile cap A2"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "Abutment pile cap A2 (2 spaces shown)"
    },
    {
      "label": "Pile cap overall width",
      "value": "12300",
      "unit": "",
      "appliesTo": "Abutment pile cap A2"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "Pier pile cap P1"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "Pier pile cap P1"
    },
    {
      "label": "Pier pile cap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Side slope",
      "value": "2 : 1",
      "unit": "",
      "appliesTo": "Approach embankment both ends"
    },
    {
      "label": "Chainage LHS",
      "value": "64+360.197",
      "unit": "km.",
      "appliesTo": "A1"
    },
    {
      "label": "Chainage RHS",
      "value": "64+371.487",
      "unit": "km.",
      "appliesTo": "A1"
    },
    {
      "label": "Chainage LHS",
      "value": "64+406.385",
      "unit": "km.",
      "appliesTo": "P1"
    },
    {
      "label": "Chainage RHS",
      "value": "64+417.675",
      "unit": "km.",
      "appliesTo": "P1"
    },
    {
      "label": "Chainage LHS",
      "value": "64+452.573",
      "unit": "km.",
      "appliesTo": "A2"
    },
    {
      "label": "Chainage RHS",
      "value": "64+463.814",
      "unit": "km.",
      "appliesTo": "A2"
    },
    {
      "label": "FRL LHS",
      "value": "518.281",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "FRL RHS (main carriageway)",
      "value": "518.465",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "FRL LHS",
      "value": "519.033",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "FRL RHS (main carriageway)",
      "value": "519.217",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "FRL LHS",
      "value": "519.785",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "FRL RHS (main carriageway)",
      "value": "519.968",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "Ground level LHS",
      "value": "509.560",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "Ground level RHS (main carriageway)",
      "value": "509.155",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "Ground level LHS",
      "value": "503.816",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "Ground level RHS (main carriageway)",
      "value": "503.883",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "Ground level LHS",
      "value": "511.891",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "Ground level RHS (main carriageway)",
      "value": "512.668",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "Drawing scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "ELEVATION"
    }
  ],
  "notes": [
    "NOTES:",
    "1. ALL DIMENSIONS ARE IN [text cut off] OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO [text cut off] FOLLOWED.",
    "3. THIS DRAWING SHALL BE [text cut off] ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN [text cut off] CLASS 70R + TWO LANE[S] [cut off] 70R OR SV LOADING WH[text cut off]",
    "5. GRADE OF CONCRETE FO[R] [cut off] FOLLOWS:-",
    "• PSC PRECAST GIRDER - [value cut off]",
    "• R.C.C. CAST IN SITU [text cut off]",
    "• R.C.C. END CROSS GIRD[ER] [cut off]",
    "• R.C.C. INTERMEDIATE CR[OSS ...] [cut off]",
    "• BEARING PEDESTAL [partially cut off at bottom edge]"
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "C/L OF EXP. JOINT",
    "C/L OF BRG.",
    "EXP.GAP",
    "300 THK. APPROACH SLAB",
    "150 THK. PCC LEVELING COURSE",
    "RCC CRASH BARRIER",
    "DECK CONTINUITY",
    "POT-PTFE BEARING (TYP.)",
    "LAUNCHING APRON",
    "RCC COLUMN PIER (TYP.)",
    "PRECAST PSC GIRDER (TYP.)",
    "WALL TYPE ABUTMENT",
    "INDEPENDENT RETAINING WALL",
    "STONE PITCHING",
    "600 THK. FILTER MEDIA",
    "1200# RCC CAST IN SITU PILE (TYP.)",
    "HFL=",
    "LWL=506.000m",
    "FR",
    "FX",
    "CHAINAGE IN (km.)",
    "FRL. (m)",
    "GROUND LEVEL (m)",
    "MAIN CARRIAGEWAY",
    "LHS",
    "RHS",
    "ELEVATION",
    "(SCALE 1:300)",
    "A1",
    "A2",
    "P1"
  ],
  "description": "This crop is the longitudinal elevation (scale 1:300) of a two-span bridge between abutments A1 (Dewas side) and A2 (Khandwa side) with a single intermediate RCC column pier P1, spans of 40000(SQ)/46188(SK) and 46000(SK)/46188(SK), precast PSC girders with deck continuity over the pier, POT-PTFE bearings (FR free / FX fixed) and expansion joints at both abutments. It also shows the substructure and foundations — wall type abutments and pier on pile caps (12300 wide at abutments, 5100 at pier) supported on 1200 dia RCC cast-in-situ piles at 3600 spacing — together with approach works: 300 thk approach slabs on 150 thk PCC levelling course, independent retaining walls, stone pitching over 600 thk filter media, launching aprons and 2:1 embankment slopes. Below the elevation is a levels table giving chainages, FRL and existing ground levels at LHS/RHS for A1, P1 and A2, and at the right edge a partially cut-off general NOTES block covering units, loading class and concrete grades."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Precast PSC girder (support section) · solid rectangular/blocked-out web section with top flange · precast prestressed concrete · End-block section where the web is thickened out to the full bottom width (800), drawn as a section at the support",
      "tag": "SURPORT SECTION",
      "shape": "solid rectangular/blocked-out web section with top flange",
      "material": "precast prestressed concrete",
      "count": 1,
      "note": "End-block section where the web is thickened out to the full bottom width (800), drawn as a section at the support"
    },
    {
      "name": "Precast PSC girder (mid-span section) · I-girder with tapered top and bottom flange fillets · precast prestressed concrete · Typical mid-span I-section with 300 wide web",
      "tag": "MID SECTION",
      "shape": "I-girder with tapered top and bottom flange fillets",
      "material": "precast prestressed concrete",
      "count": 1,
      "note": "Typical mid-span I-section with 300 wide web"
    }
  ],
  "measurements": [
    {
      "label": "Top flange thickness (outer edge)",
      "value": "150",
      "unit": "",
      "appliesTo": "SURPORT SECTION"
    },
    {
      "label": "Top flange width",
      "value": "1000",
      "unit": "",
      "appliesTo": "SURPORT SECTION"
    },
    {
      "label": "Top flange haunch/taper depth",
      "value": "29",
      "unit": "",
      "appliesTo": "SURPORT SECTION"
    },
    {
      "label": "Overall girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "SURPORT SECTION"
    },
    {
      "label": "Bottom width",
      "value": "800",
      "unit": "",
      "appliesTo": "SURPORT SECTION"
    },
    {
      "label": "Top flange thickness (outer edge)",
      "value": "150",
      "unit": "",
      "appliesTo": "MID SECTION"
    },
    {
      "label": "Top flange width",
      "value": "1000",
      "unit": "",
      "appliesTo": "MID SECTION"
    },
    {
      "label": "Top flange taper/haunch depth",
      "value": "100",
      "unit": "",
      "appliesTo": "MID SECTION"
    },
    {
      "label": "Overall girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "MID SECTION"
    },
    {
      "label": "Web depth (from underside of top flange taper to top of bottom flange taper)",
      "value": "1950",
      "unit": "",
      "appliesTo": "MID SECTION"
    },
    {
      "label": "Web thickness",
      "value": "300",
      "unit": "",
      "appliesTo": "MID SECTION"
    },
    {
      "label": "Vertical dimension within web (lower portion)",
      "value": "Bottom flange haunch/taper depth = 200 — on MID SECTION",
      "unit": "",
      "appliesTo": "MID SECTION"
    },
    {
      "label": "Bottom flange depth",
      "value": "250",
      "unit": "",
      "appliesTo": "MID SECTION"
    },
    {
      "label": "Bottom flange width",
      "value": "800",
      "unit": "",
      "appliesTo": "MID SECTION"
    },
    {
      "label": "Drawing scale",
      "value": "1:50",
      "unit": "",
      "appliesTo": "SURPORT SECTION"
    },
    {
      "label": "Drawing scale",
      "value": "1:50",
      "unit": "",
      "appliesTo": "MID SECTION"
    }
  ],
  "notes": [],
  "labels": [
    "C OF GIRDER",
    "SURPORT SECTION",
    "(SCALE 1:50)",
    "MID SECTION",
    "CROSS SECTION OF PRECAST PSC GIRDER"
  ],
  "description": "Crop shows two cross sections of a precast prestressed concrete girder drawn side by side at 1:50 — the support (end-block) section on the left where the web is widened to the full 800 bottom width, and the mid-span I-section on the right with a 300 thick web. Both sections are 2650 deep overall with a 1000 wide top flange, 150 thick at the tip, and an 800 wide bottom flange (250 deep at mid section). Dimensions are unitless as printed (implied millimetres); no reinforcement, prestressing strands or material notes are shown in this crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC precast girder",
      "tag": "",
      "shape": "not drawn (text reference)",
      "material": "precast prestressed concrete M50",
      "count": null,
      "note": "referenced only in concrete grade list"
    },
    {
      "name": "Deck slab (cast in situ)",
      "tag": "",
      "shape": "not drawn",
      "material": "R.C.C. M45",
      "count": null,
      "note": "grade list; drainage spout to be provided in deck slab"
    },
    {
      "name": "End cross girder",
      "tag": "",
      "shape": "not drawn",
      "material": "R.C.C. M45",
      "count": null,
      "note": ""
    },
    {
      "name": "Intermediate cross girder",
      "tag": "",
      "shape": "not drawn",
      "material": "R.C.C. M45",
      "count": null,
      "note": ""
    },
    {
      "name": "Bearing pedestal",
      "tag": "",
      "shape": "not drawn",
      "material": "concrete M50",
      "count": null,
      "note": "200mm pedestal referenced in note 16"
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "not drawn",
      "material": "",
      "count": null,
      "note": "400mm depth of bearing & pedestal assumed for piercap top level"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "not drawn",
      "material": "concrete M40",
      "count": null,
      "note": "details on miscellaneous drawing"
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "not drawn",
      "material": "concrete M30",
      "count": null,
      "note": ""
    },
    {
      "name": "Levelling course",
      "tag": "",
      "shape": "not drawn",
      "material": "concrete M15",
      "count": null,
      "note": ""
    },
    {
      "name": "Dirt wall & slab",
      "tag": "",
      "shape": "not drawn",
      "material": "concrete M35",
      "count": null,
      "note": ""
    },
    {
      "name": "Abutment & abutment cap · not drawn · abutment concrete M45; abutment-cap concrete grade not stated",
      "tag": "",
      "shape": "not drawn",
      "material": "concrete M45",
      "count": null,
      "note": ""
    },
    {
      "name": "Pier & pier cap · not drawn · pier concrete M45; pier-cap concrete grade not stated",
      "tag": "",
      "shape": "not drawn",
      "material": "concrete M45",
      "count": null,
      "note": ""
    },
    {
      "name": "Pile foundation",
      "tag": "",
      "shape": "not drawn",
      "material": "concrete M35",
      "count": null,
      "note": "tentative working loads tabulated"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "not drawn",
      "material": "strip seal type",
      "count": null,
      "note": "as per MORTH specification"
    },
    {
      "name": "Bituminous concrete wearing course",
      "tag": "",
      "shape": "not drawn",
      "material": "bituminous concrete",
      "count": null,
      "note": "50mm thick, single layer"
    },
    {
      "name": "Reinforcement bars",
      "tag": "",
      "shape": "deformed bars",
      "material": "high yield strength deformed (TMT) Fe 550D to IS:1786",
      "count": null,
      "note": ""
    },
    {
      "name": "Drainage spout",
      "tag": "",
      "shape": "not drawn",
      "material": "",
      "count": null,
      "note": "in deck slab as per MORTH"
    },
    {
      "name": "Gap slab",
      "tag": "",
      "shape": "not drawn",
      "material": "",
      "count": null,
      "note": "refer miscellaneous drawing"
    },
    {
      "name": "RE wall (with selected earth backfill)",
      "tag": "",
      "shape": "not drawn",
      "material": "",
      "count": null,
      "note": "backfill properties specified"
    }
  ],
  "measurements": [
    {
      "label": "Grade of concrete – PSC precast girder",
      "value": "M50",
      "unit": "",
      "appliesTo": "PSC precast girder"
    },
    {
      "label": "Grade of concrete – R.C.C. cast in situ deck slab",
      "value": "M45",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Grade of concrete – R.C.C. end cross girder",
      "value": "M45",
      "unit": "",
      "appliesTo": "End cross girder"
    },
    {
      "label": "Grade of concrete – R.C.C. intermediate cross girder",
      "value": "M45",
      "unit": "",
      "appliesTo": "Intermediate cross girder"
    },
    {
      "label": "Grade of concrete – bearing pedestal",
      "value": "M50",
      "unit": "",
      "appliesTo": "Bearing pedestal"
    },
    {
      "label": "Grade of concrete – crash barrier",
      "value": "M40",
      "unit": "",
      "appliesTo": "Crash barrier"
    },
    {
      "label": "Grade of concrete – approach slab",
      "value": "M30",
      "unit": "",
      "appliesTo": "Approach slab"
    },
    {
      "label": "Grade of concrete – levelling course",
      "value": "M15",
      "unit": "",
      "appliesTo": "Levelling course"
    },
    {
      "label": "Grade of concrete – dirt wall & slab",
      "value": "M35",
      "unit": "",
      "appliesTo": "Dirt wall & slab"
    },
    {
      "label": "Grade of concrete – abutment & pier",
      "value": "M45",
      "unit": "",
      "appliesTo": "Abutment & pier"
    },
    {
      "label": "Grade of concrete – pile foundation",
      "value": "M35",
      "unit": "",
      "appliesTo": "Pile foundation"
    },
    {
      "label": "Clear cover – foundation",
      "value": "75",
      "unit": "mm",
      "appliesTo": "Foundation"
    },
    {
      "label": "Clear cover – abutment & abutment cap",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Abutment & abutment cap"
    },
    {
      "label": "Clear cover – pier & pier cap",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Pier & pier cap"
    },
    {
      "label": "Clear cover – superstructure",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Superstructure"
    },
    {
      "label": "Reinforcing steel grade",
      "value": "Fe 550D",
      "unit": "",
      "appliesTo": "Reinforcement bars"
    },
    {
      "label": "Bituminous concrete thickness",
      "value": "50MM",
      "unit": "mm",
      "appliesTo": "Bituminous concrete wearing course"
    },
    {
      "label": "Backfill cohesion",
      "value": "C=0",
      "unit": "",
      "appliesTo": "Selected earth fill behind RE wall"
    },
    {
      "label": "Backfill angle of internal friction",
      "value": "φ>32°",
      "unit": "degrees",
      "appliesTo": "Selected earth fill behind RE wall"
    },
    {
      "label": "Backfill unit weight",
      "value": "2",
      "unit": "T/m³",
      "appliesTo": "Selected earth fill behind RE wall"
    },
    {
      "label": "Depth of bearing & pedestal considered for piercap top level",
      "value": "400",
      "unit": "mm",
      "appliesTo": "Bearing & bearing pedestal"
    },
    {
      "label": "Minimum bearing height referenced",
      "value": "Bearing-height threshold = 200 mm",
      "unit": "mm",
      "appliesTo": "Bearing"
    },
    {
      "label": "Pedestal height for adjustment",
      "value": "200",
      "unit": "mm",
      "appliesTo": "Bearing pedestal"
    },
    {
      "label": "Max. vertical load (tentative working pile load)",
      "value": "300",
      "unit": "T",
      "appliesTo": "Pile foundation"
    },
    {
      "label": "Lateral load (tentative working pile load)",
      "value": "50",
      "unit": "T",
      "appliesTo": "Pile foundation"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.",
    "3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLASS A, ONE LANE CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R + ONE LANE OF 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED AS LIVE LOAD.",
    "5. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONENTS SHALL BE AS FOLLOWS:- PSC PRECAST GIRDER -----------M50; R.C.C. CAST IN SITU DECK SLAB ----M45; R.C.C. END CROSS GIRDER ---- ---M45; R.C.C. INTERMEDIATE CROSS GIRDER --M45; BEARING PEDESTAL ------------M50; CRASH BARRIER --------------M40; APPROACH SLAB --------------M30; LEVELLING COURSE ------------M15; DIRT WALL & SLAB ------------M35; ABUTMENT & PIER ------------M45; PILE FOUNDATION -------------M35",
    "6. CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS: FOUNDATION......75mm; SUBSTRUCTURE ABUTMENT & ABUTMENT CAP......45mm; PIER & PIER CAP......45mm; SUPERSTRUCTURE......45mm",
    "7. ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.",
    "8. STRIP SEAL TYE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.",
    "9. BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.",
    "10. FRL, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.",
    "11. DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.",
    "12. BACK FILLING MATERIAL BEHIND ABUTMENT SHALL BE WELL COMPACTED AS PER APPENDIX 6 OF IRC 78:2014 & M O R T H SPECIFICATION BEFORE RESTING THE SUPERSTRUCTURE.",
    "13. THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & 'SEVERE' EXPOSURE CONDITION.",
    "14. DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.",
    "15. THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, ⌀>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",
    "T"
  ],
  "description": "This crop is a full-page block of general notes for a bridge drawing, enclosed in the sheet border, with no graphical construction detail. It states dimensioning conventions, live load design cases, concrete grades for each structural component, reinforcement cover and steel grade, wearing course thickness, expansion joint and drainage requirements, backfill and seismic/exposure data, and cross-references to alignment, plan-profile and miscellaneous drawings. It closes with a small table of tentative working pile loads (max. vertical 300 T, lateral 50 T), useful for specification and material take-off assumptions rather than direct quantity measurement."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC precast girder",
      "tag": "",
      "shape": "",
      "material": "prestressed precast concrete M50",
      "count": null,
      "note": "referenced only in concrete grade list, not drawn"
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "",
      "material": "R.C.C. cast in situ, M45",
      "count": null,
      "note": "listed in concrete grade schedule"
    },
    {
      "name": "End cross girder",
      "tag": "",
      "shape": "",
      "material": "R.C.C. M45",
      "count": null,
      "note": "listed in concrete grade schedule"
    },
    {
      "name": "Intermediate cross girder",
      "tag": "",
      "shape": "",
      "material": "R.C.C. M45",
      "count": null,
      "note": "listed in concrete grade schedule"
    },
    {
      "name": "Bearing pedestal",
      "tag": "",
      "shape": "",
      "material": "concrete M50",
      "count": null,
      "note": "200mm pedestal height referenced in Note 16"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "",
      "material": "concrete M40",
      "count": null,
      "note": "details to be referred from miscellaneous drawing"
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "concrete M30",
      "count": null,
      "note": "details to be referred from miscellaneous drawing"
    },
    {
      "name": "Levelling course",
      "tag": "",
      "shape": "",
      "material": "concrete M15",
      "count": null,
      "note": ""
    },
    {
      "name": "Dirt wall & slab",
      "tag": "",
      "shape": "",
      "material": "concrete M35",
      "count": null,
      "note": ""
    },
    {
      "name": "Abutment",
      "tag": "",
      "shape": "",
      "material": "concrete M45",
      "count": null,
      "note": "abutment cap cover 45mm"
    },
    {
      "name": "Pier",
      "tag": "",
      "shape": "",
      "material": "concrete M45",
      "count": null,
      "note": "pier cap cover 45mm; pier cap top level fixed per Note 16"
    },
    {
      "name": "Pile foundation",
      "tag": "",
      "shape": "",
      "material": "concrete M35",
      "count": null,
      "note": "tentative working pile loads given in table"
    },
    {
      "name": "Reinforcement bar",
      "tag": "Fe 550D",
      "shape": "deformed (TMT)",
      "material": "high yield strength deformed steel, IS: 1786",
      "count": null,
      "note": ""
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "strip seal type",
      "material": "",
      "count": null,
      "note": "as per MORTH specification"
    },
    {
      "name": "Drainage spout",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "to be provided in deck slab as per MORTH specification"
    },
    {
      "name": "Bituminous concrete wearing course",
      "tag": "",
      "shape": "",
      "material": "bituminous concrete",
      "count": null,
      "note": "50mm thick, single layer"
    },
    {
      "name": "RE wall (backfill behind)",
      "tag": "",
      "shape": "",
      "material": "selected earth fill",
      "count": null,
      "note": "fill properties stated in Note 15"
    },
    {
      "name": "Gap slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "referenced in Note 17 only"
    },
    {
      "name": "Bearing · 400mm depth of brg. & pedestal considered; bearing height less than 200mm referenced",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "400mm depth of brg. & pedestal assumed; minimum bearing height 200mm referenced"
    }
  ],
  "measurements": [
    {
      "label": "Grade of concrete – PSC precast girder",
      "value": "M50",
      "unit": "",
      "appliesTo": "PSC precast girder"
    },
    {
      "label": "Grade of concrete – R.C.C. cast in situ deck slab",
      "value": "M45",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Grade of concrete – R.C.C. end cross girder",
      "value": "M45",
      "unit": "",
      "appliesTo": "End cross girder"
    },
    {
      "label": "Grade of concrete – R.C.C. intermediate cross girder",
      "value": "M45",
      "unit": "",
      "appliesTo": "Intermediate cross girder"
    },
    {
      "label": "Grade of concrete – bearing pedestal",
      "value": "M50",
      "unit": "",
      "appliesTo": "Bearing pedestal"
    },
    {
      "label": "Grade of concrete – crash barrier",
      "value": "M40",
      "unit": "",
      "appliesTo": "Crash barrier"
    },
    {
      "label": "Grade of concrete – approach slab",
      "value": "M30",
      "unit": "",
      "appliesTo": "Approach slab"
    },
    {
      "label": "Grade of concrete – levelling course",
      "value": "M15",
      "unit": "",
      "appliesTo": "Levelling course"
    },
    {
      "label": "Grade of concrete – dirt wall & slab",
      "value": "M35",
      "unit": "",
      "appliesTo": "Dirt wall & slab"
    },
    {
      "label": "Grade of concrete – abutment & pier",
      "value": "M45",
      "unit": "",
      "appliesTo": "Abutment and pier"
    },
    {
      "label": "Grade of concrete – pile foundation",
      "value": "M35",
      "unit": "",
      "appliesTo": "Pile foundation"
    },
    {
      "label": "Clear cover – foundation",
      "value": "75",
      "unit": "mm",
      "appliesTo": "Foundation"
    },
    {
      "label": "Clear cover – abutment & abutment cap",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Abutment / abutment cap"
    },
    {
      "label": "Clear cover – pier & pier cap",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Pier / pier cap"
    },
    {
      "label": "Clear cover – superstructure",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Superstructure"
    },
    {
      "label": "Reinforcing steel grade",
      "value": "Fe 550D",
      "unit": "",
      "appliesTo": "Reinforcement bar"
    },
    {
      "label": "Bituminous concrete thickness",
      "value": "50MM",
      "unit": "mm",
      "appliesTo": "Bituminous concrete wearing course"
    },
    {
      "label": "Backfill cohesion",
      "value": "C=0",
      "unit": "",
      "appliesTo": "Selected earth fill behind RE wall"
    },
    {
      "label": "Backfill angle of internal friction",
      "value": "⌀>32°",
      "unit": "degrees",
      "appliesTo": "Selected earth fill behind RE wall"
    },
    {
      "label": "Backfill unit weight",
      "value": "γ=2",
      "unit": "T/m³",
      "appliesTo": "Selected earth fill behind RE wall"
    },
    {
      "label": "Depth of bearing & pedestal considered for piercap top level",
      "value": "400",
      "unit": "mm",
      "appliesTo": "Pier cap / bearing / pedestal"
    },
    {
      "label": "Pedestal height for adjustment",
      "value": "200",
      "unit": "mm",
      "appliesTo": "Bearing pedestal"
    },
    {
      "label": "Max. vertical load (tentative working pile load)",
      "value": "300",
      "unit": "T",
      "appliesTo": "Pile foundation"
    },
    {
      "label": "Lateral load (tentative working pile load)",
      "value": "50",
      "unit": "T",
      "appliesTo": "Pile foundation"
    }
  ],
  "notes": [
    "ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.",
    "DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.",
    "THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.",
    "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.",
    "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",
    "CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS: FOUNDATION.....75mm; SUBSTRUCTURE ABUTMENT & ABUTMENT CAP......45mm; PIER & PIER CAP........45mm; SUPERSTRUCTURE......45mm",
    "ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.",
    "STRIP SEAL TYE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.",
    "BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.",
    "FRL, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.",
    "DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.",
    "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.",
    "THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & 'SEVERE' EXPOSURE CONDITION.",
    "DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.",
    "THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, ⌀>32°, γ=2T/m³",
    "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.",
    "FOR DIMENSION & REINFORCEMENT DETAILS OF APPROACH SLAB, GAP SLAB, CRASH BARRIER & DRAINAGE SPOUTS REFER MISCELLANEOUS DRG.",
    "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": [
    "NOTES:",
    "MAX. VERTICAL LOAD",
    "LATERAL LOAD",
    "T"
  ],
  "description": "This crop is a full-page general notes block for a PSC girder bridge, listing dimensional conventions, design live loading, concrete grades by component, clear covers, reinforcement grade, wearing course and expansion joint requirements, seismic/wind/exposure classification and backfill properties. It also contains a small table of tentative working pile loads (max. vertical 300 T, lateral 50 T) and a secondary notes box instructing that the drawing be read with other sheets of the same drawing number. No structural geometry is drawn in this crop, so quantities must be taken from the referenced detail and miscellaneous drawings; the notes only supply material grades and cover values for the take-off."
}

{
  "view": "ELEVATION",
  "objects": [],
  "measurements": [
    {
      "label": "CHAINAGE IN (km.) - LHS (left column)",
      "value": "64+360.197",
      "unit": "km",
      "appliesTo": ""
    },
    {
      "label": "CHAINAGE IN (km.) - LHS (right column)",
      "value": "64+406.385",
      "unit": "km",
      "appliesTo": ""
    },
    {
      "label": "CHAINAGE IN (km.) - RHS (left column)",
      "value": "64+371.487",
      "unit": "km",
      "appliesTo": ""
    },
    {
      "label": "CHAINAGE IN (km.) - RHS (right column)",
      "value": "64+417.675",
      "unit": "km",
      "appliesTo": ""
    },
    {
      "label": "FRL. MAIN CARRIAGEWAY - LHS (left column)",
      "value": "518.281",
      "unit": "m",
      "appliesTo": "MAIN CARRIAGEWAY"
    },
    {
      "label": "FRL. MAIN CARRIAGEWAY - LHS (right column)",
      "value": "519.033",
      "unit": "m",
      "appliesTo": "MAIN CARRIAGEWAY"
    },
    {
      "label": "FRL. MAIN CARRIAGEWAY - RHS (left column)",
      "value": "518.465",
      "unit": "m",
      "appliesTo": "MAIN CARRIAGEWAY"
    },
    {
      "label": "FRL. MAIN CARRIAGEWAY - RHS (right column)",
      "value": "519.217",
      "unit": "m",
      "appliesTo": "MAIN CARRIAGEWAY"
    },
    {
      "label": "GROUND LEVEL MAIN CARRIAGEWAY - LHS (left column)",
      "value": "509.560",
      "unit": "m",
      "appliesTo": "MAIN CARRIAGEWAY"
    },
    {
      "label": "GROUND LEVEL MAIN CARRIAGEWAY - LHS (right column)",
      "value": "503.816",
      "unit": "m",
      "appliesTo": "MAIN CARRIAGEWAY"
    },
    {
      "label": "GROUND LEVEL MAIN CARRIAGEWAY - RHS (left column)",
      "value": "509.155",
      "unit": "m",
      "appliesTo": "MAIN CARRIAGEWAY"
    },
    {
      "label": "GROUND LEVEL MAIN CARRIAGEWAY - RHS (right column)",
      "value": "503.883",
      "unit": "m",
      "appliesTo": "MAIN CARRIAGEWAY"
    },
    {
      "label": "Drawing scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "ELEVATION"
    }
  ],
  "notes": [],
  "labels": [
    "CHAINAGE IN (km.)",
    "LHS",
    "RHS",
    "FRL. (m) MAIN CARRIAGEWAY",
    "GROUND LEVEL (m) MAIN CARRIAGEWAY",
    "ELEVATION",
    "(SCALE 1:300)"
  ],
  "description": "This crop shows only the data table that normally sits beneath a bridge/structure elevation, listing chainage, finished road level (FRL) and existing ground level for the LHS and RHS of the main carriageway at two positions (approximately km 64+360/64+371 and km 64+406/64+417). Below and to the right is the view title 'ELEVATION (SCALE 1:300)', indicating the associated elevation drawing is outside this crop. No structural elements, geometry or reinforcement are visible here, so no take-off items can be counted from this fragment — only level and chainage data for the two reference lines."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "material not stated",
      "tag": "A2",
      "shape": "rectangular wall/stem with dirt wall",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned abutment stem supporting bearing and carrying deck end; centre line of bearing and expansion joint marked at this location."
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "box section with cantilever slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only the end portion of the box girder is shown; web and soffit cut off with break line at left."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "vertical gap at deck level",
      "material": "",
      "count": 1,
      "note": "Located on centre line of exp. joint; gap dimension given for square and skew."
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "",
      "shape": "rectangular in section",
      "material": "",
      "count": 1,
      "note": "Labelled '(TYP.)'; shown on abutment bearing pedestal."
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular block",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Callout points to block adjacent to bearing."
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in hidden (dashed) line below ground level."
    },
    {
      "name": "cast-in-situ; material not stated",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete (cast-in-situ)",
      "count": 4,
      "note": "Shown dashed below pile cap; 1200 dia per callout."
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "vertical wall in section",
      "material": "",
      "count": 1,
      "note": "Behind abutment, with its own footing shown dashed."
    },
    {
      "name": "Filter media behind abutment/wall",
      "tag": "",
      "shape": "vertical layer",
      "material": "granular filter media",
      "count": 1,
      "note": "Callout '600 THK. FILTER MEDIA'."
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "tapered slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Hatched slab at left, sloping down to embankment toe."
    },
    {
      "name": "Embankment / backfill slope",
      "tag": "",
      "shape": "inclined (batter shown 1:2)",
      "material": "earth fill",
      "count": 1,
      "note": "Slope indicated by 1 and 2 triangle marks."
    },
    {
      "name": "Stone pitching",
      "tag": "",
      "shape": "irregular stone layer",
      "material": "stone",
      "count": 1,
      "note": "Callout points to stone symbol on slope/ground surface."
    },
    {
      "name": "Existing ground line",
      "tag": "",
      "shape": "irregular line",
      "material": "",
      "count": 1,
      "note": "Shown with hatched ground symbols."
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Supports the pot-PTFE bearing on abutment cap."
    }
  ],
  "measurements": [
    {
      "label": "Distance from grid/centre of bearing (square)",
      "value": "1070 (SQ.) — between C OF BRG. and C OF EXP. JOINT",
      "unit": "",
      "appliesTo": "A2 abutment / C of BRG."
    },
    {
      "label": "Distance (skew)",
      "value": "1236 (SK.) — between C OF BRG. and C OF EXP. JOINT",
      "unit": "",
      "appliesTo": "A2 abutment / C of BRG."
    },
    {
      "label": "Expansion gap",
      "value": "80(SQ.) 92(SK.)",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Deck slab thickness (top dimension)",
      "value": "230",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Superstructure depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "Box girder superstructure"
    },
    {
      "label": "Cantilever / dirt wall dimension",
      "value": "3500(SQ)",
      "unit": "",
      "appliesTo": "Deck end / dirt wall"
    },
    {
      "label": "Dimension at girder web/diaphragm",
      "value": "1500",
      "unit": "",
      "appliesTo": "Box girder end"
    },
    {
      "label": "Dimension from web to centre of bearing",
      "value": "2850",
      "unit": "",
      "appliesTo": "Box girder / bearing"
    },
    {
      "label": "Abutment stem thickness",
      "value": "1500",
      "unit": "",
      "appliesTo": "A2 abutment stem"
    },
    {
      "label": "Slope ratio (vertical:horizontal marks)",
      "value": "1 / 2",
      "unit": "",
      "appliesTo": "Embankment slope"
    },
    {
      "label": "Pile cap edge offset (left)",
      "value": "750",
      "unit": "",
      "appliesTo": "Pile cap / pile"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles (3 spaces)"
    },
    {
      "label": "Pile cap edge offset (right)",
      "value": "750",
      "unit": "",
      "appliesTo": "Pile cap / pile"
    },
    {
      "label": "Overall pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "Pile cap"
    },
    {
      "label": "Filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "Filter media"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "Scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "POT-PTFE BEARING (TYP.)",
    "RCC SEISMIC STOPPER",
    "STONE PITCHING",
    "INDEPENDENT RETAINING WALL",
    "600 THK. FILTER MEDIA",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "A2",
    "C OF EXP. JOINT",
    "C OF BRG.",
    "80(SQ.) 92(SK.) EXP.GAP",
    "1070 (SQ.)",
    "1236 (SK.)",
    "3500(SQ)",
    "SECTION A-A",
    "(SCALE 1:150)"
  ],
  "description": "This crop is Section A-A through abutment A2 of a bridge, drawn at 1:150, showing the end of a reinforced concrete box girder deck bearing on the abutment via a pot-PTFE bearing with an RCC seismic stopper and an expansion joint at deck level. Behind the abutment it documents the approach embankment with 1:2 batter, stone pitching, 600 thick filter media, an independent retaining wall with its own footing, and the approach slab at left. Below ground the abutment is founded on a pile cap 12300 long with four 1200 dia bored cast-in-situ piles at 3600 centres and 750 end offsets, drawn in hidden line."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Pier (section through pier at pier location)",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "reinforced concrete (implied by notes; not stated in this view)",
      "count": 1,
      "note": "Cross section 1500 x 1000 with 25x25 chamfers at corners; sectioned outline only, no reinforcement shown in this crop."
    },
    {
      "name": "Chamfer",
      "tag": "",
      "shape": "45 degree chamfer",
      "material": "",
      "count": 4,
      "note": "Callout 'CHAMFER 25X25' points to top-left corner; chamfers drawn at all four corners of the section."
    }
  ],
  "measurements": [
    {
      "label": "Chamfer leg (horizontal)",
      "value": "25",
      "unit": "",
      "appliesTo": "Chamfer at pier section corner"
    },
    {
      "label": "Chamfer leg (vertical)",
      "value": "25",
      "unit": "",
      "appliesTo": "Chamfer at pier section corner"
    },
    {
      "label": "Chamfer size (callout)",
      "value": "25X25",
      "unit": "",
      "appliesTo": "Chamfer"
    },
    {
      "label": "Overall width of section",
      "value": "1500",
      "unit": "",
      "appliesTo": "Section at pier location"
    },
    {
      "label": "Overall depth of section",
      "value": "1000",
      "unit": "",
      "appliesTo": "Section at pier location"
    },
    {
      "label": "Scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    },
    {
      "label": "Bituminous concrete thickness (note 9, partial)",
      "value": "50",
      "unit": "MM",
      "appliesTo": "Wearing course (note only, text cut off)"
    },
    {
      "label": "Reinforcing steel grade (note 7, partial)",
      "value": "Fe 550D",
      "unit": "",
      "appliesTo": "Reinforcement (note only)"
    },
    {
      "label": "Code reference (note 12, partial)",
      "value": "APPENDIX 6 OF IRC 78:2014",
      "unit": "",
      "appliesTo": "Backfilling material (note only)"
    }
  ],
  "notes": [
    "5. GRADE OF CONCRETE FOR VAR... FOLLOWS:— (right-hand text cut off)",
    "• PSC PRECAST GIRDER ————— (value cut off)",
    "• R.C.C. CAST IN SITU DECK... (value cut off)",
    "• R.C.C. END CROSS GIRDER —— (value cut off)",
    "• R.C.C. INTERMEDIATE CROSS G... (value cut off)",
    "• BEARING PEDESTAL ——————— (value cut off)",
    "• CRASH BARRIER ——————————— (value cut off)",
    "• APPROACH SLAB ————————— (value cut off)",
    "• LEVELLING COURSE ————————— (value cut off)",
    "• DIRT WALL & SLAB ————————— (value cut off)",
    "• ABUTMENT & PIER ————————— (value cut off)",
    "• PILE FOUNDATION ————————— (value cut off)",
    "6. CLEAR COVER TO ANY REINFORCEMEN... FOUNDATION..................................... SUBSTRUCTURE  ABUTMENT & ABUT... PIER & PIER CAP... SUPERSTRUCTURE.................................. (values cut off)",
    "7. ALL REINFORCING STEEL SHOU... BARS OF GRADE—Fe 550D,  C... (text cut off)",
    "8. STRIP SEAL TYE OF EXPANSION... SPECIFICATION. (text cut off, 'TYE' as printed)",
    "9. BITUMINOUS CONCRETE 50MM ... (text cut off)",
    "10. FRL, CAMBER / SUPER ELEVAT... LATEST PLAN & PROFILE DRAW... (text cut off)",
    "11. DRAINAGE SPOUT SHALL BE PR... SPECIFICATION. (text cut off)",
    "12. BACK FILLING MATERIAL BEHIND... APPENDIX 6 OF IRC 78:2014 ... THE SUPERSTRUCTURE. (text cut off)",
    "13. THE STRUCTURE IS LOCATED I... 'SEVERE' EXPOSURE CONDITION... (text cut off)",
    "14. DIMENSION OF STRUCTURES ARE TE... (text cut off)",
    "15. THE SELECTED EARTH FILL US... SHALL HAVE THE FOLLOWING P... (text cut off)",
    "16. THE PIERCAP TOP LEVEL HAS ... & PEDESTAL. IN CASE THE BE... (text cut off at sheet edge)"
  ],
  "labels": [
    "SECTION AT PIER LOCATION",
    "(SCALE  1:25)",
    "CHAMFER 25X25"
  ],
  "description": "This crop contains a single cross section titled 'SECTION AT PIER LOCATION' at scale 1:25, showing a rectangular pier shaft 1500 wide by 1000 deep with 25x25 chamfers at the corners (no reinforcement shown). To the right is a partially cropped general-notes block (notes 5 to 16) covering concrete grades for the various bridge components, clear cover requirements, reinforcement grade Fe 550D, strip seal expansion joints, 50mm bituminous concrete, FRL/camber, drainage spouts, backfill per IRC 78:2014, severe exposure and pier cap top level. All right-hand note values and clause endings are cut off at the crop edge and are therefore only partially readable; units for the section dimensions are not printed (presumed mm per note 9 usage but not stated in the section)."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Pier (marked)",
      "tag": "P1",
      "shape": "circular reference bubble over pier centreline",
      "material": "",
      "count": 1,
      "note": "Pier designation bubble at top of section"
    },
    {
      "name": "Deck slab with deck continuity",
      "tag": "",
      "shape": "horizontal slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "'DECK CONTINUITY' callout over pier; slab thickness 230 shown both sides"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "as drawn at deck edge (partial)",
      "material": "reinforced concrete",
      "count": null,
      "note": "Leader points to deck top; barrier profile not fully drawn in this crop"
    },
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "I-girder with tapered web/flange as drawn",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Labelled '(TYP.)'; girder ends shown on both sides of pier with break lines"
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "",
      "shape": "rectangular in section",
      "material": "",
      "count": 2,
      "note": "Labelled '(TYP.)', one under each bearing centreline"
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular block (hatched)",
      "material": "reinforced concrete",
      "count": null,
      "note": "Central and outer hatched blocks on pier cap; leader from right side"
    },
    {
      "name": "Pier cap",
      "tag": "",
      "shape": "rectangular, two-layer as drawn (750 + 750)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Total depth 1500; width 3640(SQ)/4203(SK)"
    },
    {
      "name": "RCC column pier",
      "tag": "",
      "shape": "rectangular/prismatic shaft in section",
      "material": "reinforced concrete",
      "count": 1,
      "note": "1500 wide, extends below existing ground line to pilecap"
    },
    {
      "name": "RCC pilecap",
      "tag": "",
      "shape": "rectangular (shown dashed/hidden)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Depth 1800, width 5100"
    },
    {
      "name": "Bored cast-in-situ pile",
      "tag": "",
      "shape": "circular 1200 dia",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in section below pilecap, 3600 c/c"
    },
    {
      "name": "Existing ground line",
      "tag": "",
      "shape": "irregular line with hatch ticks",
      "material": "",
      "count": 1,
      "note": "Ground level indicated across the crop"
    },
    {
      "name": "Bearing centreline",
      "tag": "",
      "shape": "vertical centreline",
      "material": "",
      "count": 2,
      "note": "Marked 'C OF BRG.' each side of pier centreline"
    }
  ],
  "measurements": [
    {
      "label": "Distance from pier centreline to bearing centreline (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "C of BRG."
    },
    {
      "label": "Distance from pier centreline to bearing centreline (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "C of BRG."
    },
    {
      "label": "Deck slab thickness",
      "value": "230",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "Precast PSC girder"
    },
    {
      "label": "Gap / expansion opening between girder ends (skew)",
      "value": "1500 (SK)",
      "unit": "",
      "appliesTo": "Deck continuity region over pier"
    },
    {
      "label": "Pier cap total depth",
      "value": "1500",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap upper layer depth",
      "value": "750",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap lower layer depth",
      "value": "750",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap width (square)",
      "value": "3640(SQ)",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap width (skew)",
      "value": "4203(SK)",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Column pier width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "Pilecap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile edge distance (left)",
      "value": "750 (pilecap edge to pile centreline)",
      "unit": "",
      "appliesTo": "RCC pilecap / piles"
    },
    {
      "label": "Pile edge distance (right)",
      "value": "750 (pilecap edge to pile centreline)",
      "unit": "",
      "appliesTo": "RCC pilecap / piles"
    },
    {
      "label": "Pile spacing (centre to centre)",
      "value": "3600",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "Pilecap overall 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": [
    "1200 DIA BORED CAST-IN-SITU PILES",
    "POT-PTFE BEARING (TYP.)",
    "PRECAST PSC GIRDER (TYP.)"
  ],
  "labels": [
    "P1",
    "C OF BRG.",
    "RCC CRASH BARRIER",
    "FRL",
    "DECK CONTINUITY",
    "RCC SEISMIC STOPPER",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "SECTION B-B",
    "(SCALE 1:150)"
  ],
  "description": "Transverse section (Section B-B, scale 1:150) through intermediate pier P1 of a PSC girder bridge, showing the deck slab with crash barrier and deck continuity over the pier, two precast PSC girders bearing on pot-PTFE bearings with RCC seismic stoppers, the two-lift RCC pier cap, RCC column pier down through existing ground, and the RCC pilecap on two 1200 dia bored cast-in-situ piles. Dimensions are given in both square (SQ) and skew (SK) values for bearing offsets, deck gap and pier cap width. Girder spans are cut off at break lines each side, so only the pier region is documented in this crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "not stated",
      "tag": "P1",
      "shape": "single circular/rectangular column with cap",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Bubble mark 'P1' at top of section identifies the pier location"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "flat slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuity slab shown over pier between adjacent spans"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "not fully drawn in this crop (leader only)",
      "material": "reinforced concrete",
      "count": null,
      "note": "Called out by leader; barrier profile itself outside crop / not drawn"
    },
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "I-girder with tapered web/flanges",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Labelled '(TYP.)'; girder ends of two adjacent spans shown, cut with break lines"
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "",
      "shape": "rectangular in section",
      "material": "not stated",
      "count": 2,
      "note": "Labelled '(TYP.)', one under each girder line"
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular blocks (hatched)",
      "material": "reinforced concrete",
      "count": null,
      "note": "Hatched projections on pier cap adjacent to bearings; individual count not clearly separable"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "rectangular, two-tier (750+750)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Total depth 1500 shown as 750 + 750"
    },
    {
      "name": "RCC column pier",
      "tag": "",
      "shape": "rectangular/circular shaft, 1500 wide",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Existing/finished ground line",
      "tag": "",
      "shape": "irregular line with hatched ticks",
      "material": "",
      "count": 1,
      "note": "Ground level indicated crossing the pier shaft"
    },
    {
      "name": "RCC pilecap",
      "tag": "",
      "shape": "rectangular (shown dashed/hidden)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Drawn in hidden line, depth 1800"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "circular, 1200 dia",
      "material": "reinforced concrete (cast-in-situ)",
      "count": 2,
      "note": "Shown in hidden line below pilecap"
    }
  ],
  "measurements": [
    {
      "label": "Offset from centreline to C/L of bearing (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "Pot-PTFE bearing, left"
    },
    {
      "label": "Offset from centreline to C/L of bearing (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "Pot-PTFE bearing, left"
    },
    {
      "label": "Offset from centreline to C/L of bearing (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "Pot-PTFE bearing, right"
    },
    {
      "label": "Offset from centreline to C/L of bearing (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "Pot-PTFE bearing, right"
    },
    {
      "label": "Deck slab thickness (left)",
      "value": "230",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Deck slab thickness (right)",
      "value": "230",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Girder depth (left)",
      "value": "2650",
      "unit": "",
      "appliesTo": "Precast PSC girder"
    },
    {
      "label": "Girder depth (right)",
      "value": "2650",
      "unit": "",
      "appliesTo": "Precast PSC girder"
    },
    {
      "label": "Gap / deck continuity width (skew)",
      "value": "1500 (SK)",
      "unit": "",
      "appliesTo": "Deck continuity between girder ends"
    },
    {
      "label": "Pier cap depth, upper tier",
      "value": "750",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap depth, lower tier",
      "value": "750",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Total pier cap depth",
      "value": "1500",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap width (square)",
      "value": "3640(SQ)",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap width (skew)",
      "value": "4203(SK)",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier shaft width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "Pilecap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "Pile spacing (centre to centre)",
      "value": "3600",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "Edge offset from pile centre to pilecap edge (left)",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Edge offset from pile centre to pilecap edge (right)",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Overall pilecap width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "1200 DIA BORED CAST-IN-SITU PILES",
    "(SCALE 1:150)"
  ],
  "labels": [
    "P1",
    "C OF BRG.",
    "C OF BRG.",
    "RCC CRASH BARRIER",
    "FRL",
    "DECK CONTINUITY",
    "PRECAST PSC GIRDER (TYP.)",
    "RCC SEISMIC STOPPER",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "SECTION B-B"
  ],
  "description": "This crop is a transverse/longitudinal section (SECTION B-B, scale 1:150) through pier P1 of a PSC girder bridge, showing the full substructure from deck to piling. It documents the 230 thick deck slab with deck continuity over the pier, the ends of two 2650 deep precast PSC girders seated on Pot-PTFE bearings with RCC seismic stoppers, a two-tier 1500 deep pier cap (3640 SQ / 4203 SK wide), a 1500 wide RCC column pier extending below ground level, and a hidden-line 1800 deep RCC pilecap 5100 wide founded on two 1200 dia bored cast-in-situ piles at 3600 centres. The RCC crash barrier is called out by leader but its profile is not drawn within this crop, and a partial dimension '25' at the right edge is cut off."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Pier / column section (concrete member cross section at pier location)",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Outline only; no reinforcement or hatching shown in this crop. Material not stated on the crop."
    },
    {
      "name": "Corner chamfer",
      "tag": "",
      "shape": "45-degree chamfer",
      "material": "",
      "count": 4,
      "note": "Called out once as CHAMFER 25X25 at the top-left corner; all four corners are drawn chamfered."
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "1500",
      "unit": "",
      "appliesTo": "Pier section at pier location"
    },
    {
      "label": "Overall depth / height",
      "value": "1000",
      "unit": "",
      "appliesTo": "Pier section at pier location"
    },
    {
      "label": "Chamfer leg (horizontal)",
      "value": "25",
      "unit": "",
      "appliesTo": "Corner chamfer"
    },
    {
      "label": "Chamfer leg (vertical)",
      "value": "25",
      "unit": "",
      "appliesTo": "Corner chamfer"
    },
    {
      "label": "Chamfer callout",
      "value": "25X25",
      "unit": "",
      "appliesTo": "Corner chamfer"
    },
    {
      "label": "Scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    }
  ],
  "notes": [
    "CHAMFER 25X25"
  ],
  "labels": [
    "SECTION AT PIER LOCATION",
    "(SCALE 1:25)"
  ],
  "description": "This crop is a single cross section titled 'SECTION AT PIER LOCATION' at scale 1:25, showing a rectangular concrete member 1500 wide by 1000 deep with 25x25 chamfers at the corners. Only the outer profile and its dimensions are shown — no reinforcement, material specification, or unit notation appears within the crop, so units (presumably mm given the 1:25 scale) are not printed. It documents the sectional geometry of the member at the pier, suitable for concrete volume and formwork take-off once length and material are obtained from other sheets."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "READ THIS DRAWING IN CONJU[...] SHEETS OF THE SAME DRAWIN[...] (text cut off at right edge of crop; incomplete)"
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop shows only a boxed notes block headed 'NOTES:' with a single two-line general note, the right-hand portion of which is cut off by the crop edge. No constructional elements, dimensions, or quantities are shown, so nothing can be taken off from this fragment; the full note text must be read from the complete sheet."
}

{
  "view": "Table",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "MKD.",
    "DATE",
    "DESCRIPTION",
    "BY",
    "R E V I S I O N"
  ],
  "description": "This crop shows an empty revision block table from the sheet border/title block area, with column headings MKD., DATE, DESCRIPTION and BY and six blank revision rows. No constructional elements, dimensions or notes are present, so nothing here contributes to take-off quantities."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Bridge location chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "Major bridge (drawing title)"
    },
    {
      "label": "Project start design km",
      "value": "64+000",
      "unit": "KM",
      "appliesTo": "Indore Eastern Bypass, Package - 1"
    },
    {
      "label": "Project end design km",
      "value": "113+000",
      "unit": "KM",
      "appliesTo": "Indore Eastern Bypass, Package - 1"
    },
    {
      "label": "Project length",
      "value": "49.00",
      "unit": "KM",
      "appliesTo": "Indore Eastern Bypass, Package - 1"
    },
    {
      "label": "Number of lanes",
      "value": "6",
      "unit": "LANE",
      "appliesTo": "Greenfield access-controlled bypass"
    },
    {
      "label": "Scale",
      "value": "AS SHOWN",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Sheet number",
      "value": "SHEET 2 OF 3",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Sheet size",
      "value": "A2",
      "unit": "",
      "appliesTo": "Drawing"
    }
  ],
  "notes": [],
  "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",
    "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 DISTRICT IN THE STATE OF MADYA PRADESH ON EPC MODE. (LENGTH – 49.00 KM)",
    "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",
    "DESIGNED",
    "VARUN SINGH",
    "CHECKED",
    "S.MANDAL",
    "APPROVED",
    "U. SEN",
    "(SHEET 2 OF 3)",
    "SHEET SIZE A2"
  ],
  "description": "This crop is the title block strip of the drawing sheet, containing the design consultant's details (LEA Associates South Asia Pvt. Ltd.), the client block (NHAI, MoRTH) with the NHAI logo, the project description for the 6-lane greenfield access-controlled Indore Eastern Bypass (Package-1, 49.00 km), and the drawing title identifying it as a General Arrangement Drawing for a major bridge at Ch. 64+412. It also gives the drawing number 73580A\\LASA\\STR\\MJBR5\\GA-01, revision R0, scale 'as shown', date Dec. 2025, drawn/designed/checked/approved names, and sheet 2 of 3 at A2 size. No constructional elements or structural geometry are shown in this crop, so no take-off quantities can be derived from it beyond the identifying chainage and project length data."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "tapered/profiled",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One at each outer deck edge, labelled 'RCC CRASH BARRIER'"
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete (implied)",
      "count": 2,
      "note": "Labelled FOOTPATH, 1500 wide, at outer edge of each carriageway"
    },
    {
      "name": "Deck slab (cast in situ)",
      "tag": "",
      "shape": "slab with downstand webs/girders, crossfall to each side",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labelled 'RCC CAST IN SITU DECK'; one deck per carriageway"
    },
    {
      "name": "Wearing course",
      "tag": "",
      "shape": "layer on deck top",
      "material": "not stated (WC)",
      "count": 2,
      "note": "'50mm THK. (WC)' called out on each deck"
    },
    {
      "name": "Girder / deck web · vertical web (I/T type as drawn) · ×10 · 5 per deck at 3500 spacing with 1275 overhang each side; type not annotated in this crop",
      "tag": "",
      "shape": "vertical web (I/T type as drawn)",
      "material": "reinforced concrete (implied)",
      "count": 10,
      "note": "5 per deck at 3500 spacing with 1275 overhang each side; type not annotated in this crop"
    },
    {
      "name": "Bearing / pedestal block (hatched) · small rectangular hatched block · not stated · ×2 · Hatched blocks at the median-side soffit end of each deck; identity not labelled",
      "tag": "",
      "shape": "small rectangular hatched block",
      "material": "not stated",
      "count": 4,
      "note": "Hatched blocks at outer soffit ends of each deck; identity not labelled — reading uncertain"
    },
    {
      "name": "Abutment wall / stem",
      "tag": "A1 & A2 (per title)",
      "shape": "rectangular wall in elevation, 1000 thick",
      "material": "reinforced concrete (implied)",
      "count": 2,
      "note": "Shown behind/below each deck with dotted (reinforcement or pile-behind) pattern; 1000 dimension marked at both faces"
    },
    {
      "name": "Pile cap · rectangular · ×2 · 16550 long each; pile top level (PCTL) and pile cap bottom level (PCBL) noted at both L/S and R/S",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete (implied)",
      "count": 2,
      "note": "16550 long each; pile top level (PCTL) and pile cap bottom level (PCBL) noted at both L/S and R/S"
    },
    {
      "name": "Pile · outline shown below pile cap · ×10 · 5 per pile cap at 3750 c/c with 775 end offsets; pile tip levels annotated",
      "tag": "",
      "shape": "circular (drawn dashed within pile cap)",
      "material": "reinforced concrete (implied)",
      "count": 10,
      "note": "5 per pile cap at 3750 c/c with 775 end offsets; pile tip levels annotated"
    },
    {
      "name": "PCC levelling course",
      "tag": "PCC M-15",
      "shape": "layer/hatched block below median wall area",
      "material": "plain cement concrete grade M-15",
      "count": 1,
      "note": "Labelled PCC M-15 under central portion"
    },
    {
      "name": "Cantilever median wall · vertical hatched wall between the two decks · ×1 · Labelled 'CANTILEVER MEDIAN WALL'",
      "tag": "",
      "shape": "vertical hatched wall between the two decks",
      "material": "reinforced concrete (implied)",
      "count": 1,
      "note": "Labelled 'CANTILEVER MEDIAN WALL'"
    },
    {
      "name": "Deck-to-deck gap · 20mm gap · polysulphide sealant filling · ×1 · Printed note: \"20mm GAP FILLED WITH POLYSULPHIDE SEALANT\"",
      "tag": "",
      "shape": "20mm vertical gap",
      "material": "polysulphide sealant filling",
      "count": 1,
      "note": "See note"
    },
    {
      "name": "Embankment / side slope with pitching or vegetation symbols · sloping 1:2 (marked 2 horizontal : 1 vertical) · ×2 · Slope hatch lines fan out from each deck edge to natural ground line",
      "tag": "",
      "shape": "sloping 1:2 (marked 2 horizontal : 1 vertical)",
      "material": "earth fill",
      "count": 2,
      "note": "Slope hatch lines fan out from each deck edge to natural ground line"
    },
    {
      "name": "Right of way boundary line",
      "tag": "ROW",
      "shape": "vertical dashed boundary line",
      "material": "",
      "count": 2,
      "note": "'ROW' repeated along both boundary lines; 80000 total ROW"
    },
    {
      "name": "Section reference marker",
      "tag": "A",
      "shape": "arrow/flag symbol",
      "material": "",
      "count": 2,
      "note": "One above and one below the section, on the median line"
    }
  ],
  "measurements": [
    {
      "label": "Total right of way width",
      "value": "80000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "Half ROW width (each side of road centreline)",
      "value": "40000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "Overall deck width (each carriageway)",
      "value": "16550",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "Carriageway"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "Footpath"
    },
    {
      "label": "Crash barrier / edge element width",
      "value": "450",
      "unit": "",
      "appliesTo": "RCC crash barrier (dimension shown 4 times)"
    },
    {
      "label": "Kerb / edge upstand thickness",
      "value": "Deck-edge horizontal dimension = 100 — on Deck edge (shown 4 times)",
      "unit": "",
      "appliesTo": "Deck edge (shown 4 times)"
    },
    {
      "label": "Median gap between decks",
      "value": "2900",
      "unit": "",
      "appliesTo": "Cantilever median wall / median opening"
    },
    {
      "label": "Wearing course thickness",
      "value": "50mm",
      "unit": "mm",
      "appliesTo": "Wearing course"
    },
    {
      "label": "Deck crossfall",
      "value": "2.5%",
      "unit": "%",
      "appliesTo": "Deck slab / carriageway (both sides)"
    },
    {
      "label": "Girder / web spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "Girder / deck web (4 spaces per deck)"
    },
    {
      "label": "Deck overhang from outer web",
      "value": "1275",
      "unit": "",
      "appliesTo": "Deck slab (both edges of both decks)"
    },
    {
      "label": "Dimension within deck depth",
      "value": "Girder / deck web width = 750 — on Girder / deck web (shown once per deck)",
      "unit": "",
      "appliesTo": "Deck slab / web zone (shown once per deck)"
    },
    {
      "label": "Abutment wall thickness",
      "value": "Abutment wall vertical dimension = 1000 — on Abutment wall (shown at four locations)",
      "unit": "",
      "appliesTo": "Abutment wall (shown at four locations)"
    },
    {
      "label": "Gap width filled with sealant",
      "value": "20mm",
      "unit": "mm",
      "appliesTo": "Deck-to-deck longitudinal gap"
    },
    {
      "label": "Pile cap length",
      "value": "16550",
      "unit": "",
      "appliesTo": "Pile cap (each side, dimensioned twice per side)"
    },
    {
      "label": "Pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "Piles (4 spaces per pile cap)"
    },
    {
      "label": "End pile offset to pile cap edge",
      "value": "775",
      "unit": "",
      "appliesTo": "Piles / pile cap"
    },
    {
      "label": "Embankment slope ratio",
      "value": "2 : 1",
      "unit": "",
      "appliesTo": "Embankment side slope (marked '2' horizontal and '1' vertical, both sides)"
    },
    {
      "label": "Abutment cap top level, A1 left side",
      "value": "ACTL A1 L/S 514.674",
      "unit": "",
      "appliesTo": "Abutment A1"
    },
    {
      "label": "Abutment cap top level, A2 left side",
      "value": "ACTL A2 L/S 516.136",
      "unit": "",
      "appliesTo": "Abutment A2"
    },
    {
      "label": "Abutment cap top level, A1 right side",
      "value": "ACTL A1 R/S 514.839",
      "unit": "",
      "appliesTo": "Abutment A1"
    },
    {
      "label": "Abutment cap top level, A2 right side",
      "value": "ACTL A2 R/S 516.318",
      "unit": "",
      "appliesTo": "Abutment A2"
    },
    {
      "label": "Pile cap top level, A1 left side",
      "value": "PCTL A1 L/S 508.655",
      "unit": "",
      "appliesTo": "Pile cap at A1"
    },
    {
      "label": "Pile cap top level, A2 left side",
      "value": "PCTL A2 L/S 511.391",
      "unit": "",
      "appliesTo": "Pile cap at A2"
    },
    {
      "label": "Pile cap top level, A1 right side",
      "value": "PCTL A1 R/S 508.655",
      "unit": "",
      "appliesTo": "Pile cap at A1"
    },
    {
      "label": "Pile cap top level, A2 right side",
      "value": "PCTL A2 R/S 511.391",
      "unit": "",
      "appliesTo": "Pile cap at A2"
    },
    {
      "label": "Pile cap bottom level, A1 left side",
      "value": "PCBL A1 L/S 506.855",
      "unit": "",
      "appliesTo": "Pile cap at A1"
    },
    {
      "label": "Pile cap bottom level, A2 left side",
      "value": "PCBL A2 L/S 509.591",
      "unit": "",
      "appliesTo": "Pile cap at A2"
    },
    {
      "label": "Pile cap bottom level, A1 right side",
      "value": "PCBL A1 R/S 506.855",
      "unit": "",
      "appliesTo": "Pile cap at A1"
    },
    {
      "label": "Pile cap bottom level, A2 right side",
      "value": "PCBL A2 R/S 509.591",
      "unit": "",
      "appliesTo": "Pile cap at A2"
    },
    {
      "label": "Pile tip level, A1 left side",
      "value": "PILE TIP LVL. A1 L/S 481.905",
      "unit": "",
      "appliesTo": "Piles at A1"
    },
    {
      "label": "Pile tip level, A2 left side",
      "value": "PILE TIP LVL. A2 L/S 484.641",
      "unit": "",
      "appliesTo": "Piles at A2"
    },
    {
      "label": "Pile tip level, A1 right side",
      "value": "PILE TIP LVL. A1 R/S 481.905",
      "unit": "",
      "appliesTo": "Piles at A1"
    },
    {
      "label": "Pile tip level, A2 right side",
      "value": "PILE TIP LVL. A2 R/S 484.641",
      "unit": "",
      "appliesTo": "Piles at A2"
    },
    {
      "label": "Drawing scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "Section at abutment location at A1 & A2"
    }
  ],
  "notes": [
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK",
    "SLOPE 2.5%",
    "20mm GAP FILLED WITH POLYSULPHIDE SEALANT",
    "RCC CRASH BARRIER",
    "CANTILEVER MEDIAN WALL",
    "PCC M-15",
    "80000 ROW"
  ],
  "labels": [
    "SECTION AT ABUTMENT LOCATION AT A1 & A2",
    "(SCALE 1:150)",
    "℄ OF PROPOSED ROAD",
    "℄ OF LHS (CARRIAGEWAY)",
    "℄ OF RHS (CARRIAGEWAY)",
    "CARRIAGEWAY",
    "FOOTPATH",
    "FRL",
    "ROW",
    "A"
  ],
  "description": "Transverse cross section taken at the abutment locations A1 and A2 of a twin-carriageway bridge, drawn to 1:150. It shows, for each of the two 16550 wide cast-in-situ RCC decks, the 13500 carriageway with 2.5% crossfall, 50 mm wearing course, 1500 footpath and RCC crash barrier, supported on webs/girders at 3500 centres, over an abutment wall 1000 thick, a 16550 pile cap and five piles at 3750 centres per cap, with a 20 mm polysulphide-sealed gap and cantilever median wall on PCC M-15 between the two structures. The crop also carries the full set of abutment cap top, pile cap top and bottom, and pile tip levels for A1 and A2 on both left and right sides, plus 1:2 embankment slopes out to the 80000 ROW boundaries."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER"
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop shows only a rectangular notes box containing a single general note directing the reader to use this drawing together with the other sheets of the same drawing number. A short vertical line above the box appears to be the tail of an unrelated leader or border element, cut off by the crop. No constructional elements, dimensions or quantities are shown."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "tapered/profiled upstand",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One at each outer edge of deck, labelled 'RCC CRASH BARRIER'"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "rectangular raised slab",
      "material": "reinforced concrete (implied)",
      "count": 2,
      "note": "Labelled 'FOOTPATH', 1500 wide each side"
    },
    {
      "name": "Cast in situ deck slab",
      "tag": "",
      "shape": "flat slab with 2.5% cross fall, cantilever edges",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labelled 'RCC CAST IN SITU DECK', one deck per carriageway (LHS and RHS)"
    },
    {
      "name": "Wearing course",
      "tag": "",
      "shape": "thin surfacing layer",
      "material": "not stated (WC)",
      "count": 2,
      "note": "Labelled '50mm THK. (WC)' over each carriageway"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "vertical web / I-section stem as drawn in section",
      "material": "concrete (not explicitly stated)",
      "count": 10,
      "note": "5 lines per carriageway at 1275 + 4 x 3500 + 1275 = 16550; type not annotated in this crop"
    },
    {
      "name": "Bearing / pedestal block",
      "tag": "",
      "shape": "small rectangular hatched block",
      "material": "not stated",
      "count": 4,
      "note": "Hatched blocks on abutment cap under outermost girder lines of each carriageway; annotation not printed"
    },
    {
      "name": "Abutment (cantilever wall type) with abutment cap",
      "tag": "A1 & A2",
      "shape": "rectangular wall/cap over pile cap",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One abutment stem block per carriageway shown in this section; levels given as ACTL (abutment cap top level)"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "vertical wall at median",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Labelled 'CANTILEVER MEDIAN WALL' at centre line of proposed road"
    },
    {
      "name": "Median / central gap with sealant",
      "tag": "",
      "shape": "vertical gap between the two decks",
      "material": "polysulphide sealant filler",
      "count": 1,
      "note": "'20mm GAP FILLED WITH POLYSULPHIDE SEALANT'"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One per carriageway, 16550 long in this section; PCTL/PCBL levels annotated"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "circular (drawn as vertical shafts)",
      "material": "reinforced concrete (implied)",
      "count": 10,
      "note": "5 per pile cap at 3750 c/c with 775 end offsets; pile tip levels annotated"
    },
    {
      "name": "PCC levelling course",
      "tag": "PCC M-15",
      "shape": "rectangular hatched block",
      "material": "plain cement concrete M-15",
      "count": 1,
      "note": "Shown under median between the two pile caps; label 'PCC M-15'"
    },
    {
      "name": "Embankment / side slope",
      "tag": "",
      "shape": "slope 1 : 2 (V:H as marked 2 / 1)",
      "material": "earth fill",
      "count": 2,
      "note": "Hatched slope lines each side extending to ROW"
    },
    {
      "name": "irregular protection pattern; material not stated in crop",
      "tag": "",
      "shape": "irregular boulder pattern",
      "material": "stone / boulders",
      "count": 2,
      "note": "Drawn on both side slopes; no text label in crop"
    },
    {
      "name": "Right of Way limit line",
      "tag": "ROW",
      "shape": "vertical line",
      "material": "",
      "count": 2,
      "note": "Marked 'ROW' repeatedly on both extreme sides"
    },
    {
      "name": "Section reference marker",
      "tag": "A",
      "shape": "arrow/flag symbol",
      "material": "",
      "count": 2,
      "note": "Top and bottom marks 'A' indicating section line A-A"
    }
  ],
  "measurements": [
    {
      "label": "Right of way width",
      "value": "80000",
      "unit": "",
      "appliesTo": "ROW (overall)"
    },
    {
      "label": "Half right of way width (left)",
      "value": "40000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "Half right of way width (right)",
      "value": "40000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "Overall deck width per carriageway (LHS)",
      "value": "16550",
      "unit": "",
      "appliesTo": "deck / abutment cap LHS"
    },
    {
      "label": "Overall deck width per carriageway (RHS)",
      "value": "16550",
      "unit": "",
      "appliesTo": "deck / abutment cap RHS"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "LHS carriageway"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "RHS carriageway"
    },
    {
      "label": "Crash barrier / edge dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "RCC crash barrier and footpath edges (printed 4 times, 2 per carriageway)"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "footpath (both sides)"
    },
    {
      "label": "Kerb/upstand dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "deck edge / footpath (printed left, and twice near median)"
    },
    {
      "label": "Median width",
      "value": "2900",
      "unit": "",
      "appliesTo": "gap between LHS and RHS decks at centre line of proposed road"
    },
    {
      "label": "Cross fall",
      "value": "2.5",
      "unit": "%",
      "appliesTo": "deck / carriageway slope (both carriageways)"
    },
    {
      "label": "Wearing coat thickness",
      "value": "50mm",
      "unit": "mm",
      "appliesTo": "wearing course"
    },
    {
      "label": "Girder cantilever/edge offset",
      "value": "1275",
      "unit": "",
      "appliesTo": "outer girder to deck edge (4 occurrences)"
    },
    {
      "label": "Girder spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "girders (4 spaces per carriageway)"
    },
    {
      "label": "Dimension at abutment cap / diaphragm zone",
      "value": "750",
      "unit": "",
      "appliesTo": "abutment cap detail (one each carriageway)"
    },
    {
      "label": "Abutment stem dimension (vertical)",
      "value": "1000",
      "unit": "",
      "appliesTo": "abutment / cap depth, left side"
    },
    {
      "label": "Abutment stem dimension (vertical)",
      "value": "1000",
      "unit": "",
      "appliesTo": "abutment / cap depth, right side"
    },
    {
      "label": "Grid/spacing dimension within abutment",
      "value": "1000",
      "unit": "",
      "appliesTo": "abutment wall (LHS and RHS, printed twice)"
    },
    {
      "label": "Abutment wall height",
      "value": "4000",
      "unit": "",
      "appliesTo": "abutment wall (LHS and RHS, printed twice)"
    },
    {
      "label": "Median gap filled with sealant",
      "value": "20mm",
      "unit": "mm",
      "appliesTo": "gap between decks / polysulphide sealant"
    },
    {
      "label": "Pile cap length",
      "value": "16550",
      "unit": "",
      "appliesTo": "pile cap (printed twice above and twice below)"
    },
    {
      "label": "Pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "piles (4 spaces per pile cap)"
    },
    {
      "label": "End pile to pile cap edge",
      "value": "775",
      "unit": "",
      "appliesTo": "piles / pile cap (4 occurrences)"
    },
    {
      "label": "Side slope",
      "value": "2 : 1",
      "unit": "",
      "appliesTo": "embankment side slopes (marked 2 and 1 both sides)"
    },
    {
      "label": "Abutment cap top level A1 L/S",
      "value": "514.674",
      "unit": "",
      "appliesTo": "ACTL A1 L/S"
    },
    {
      "label": "Abutment cap top level A2 L/S",
      "value": "516.136",
      "unit": "",
      "appliesTo": "ACTL A2 L/S"
    },
    {
      "label": "Abutment cap top level A1 R/S",
      "value": "514.839",
      "unit": "",
      "appliesTo": "ACTL A1 R/S"
    },
    {
      "label": "Abutment cap top level A2 R/S",
      "value": "516.318",
      "unit": "",
      "appliesTo": "ACTL A2 R/S"
    },
    {
      "label": "Pile cap top level A1 L/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "PCTL A1 L/S"
    },
    {
      "label": "Pile cap top level A2 L/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "PCTL A2 L/S"
    },
    {
      "label": "Pile cap top level A1 R/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "PCTL A1 R/S"
    },
    {
      "label": "Pile cap top level A2 R/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "PCTL A2 R/S"
    },
    {
      "label": "Pile cap bottom level A1 L/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "PCBL A1 L/S"
    },
    {
      "label": "Pile cap bottom level A2 L/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "PCBL A2 L/S"
    },
    {
      "label": "Pile cap bottom level A1 R/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "PCBL A1 R/S"
    },
    {
      "label": "Pile cap bottom level A2 R/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "PCBL A2 R/S"
    },
    {
      "label": "Pile tip level A1 L/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "piles at A1 L/S"
    },
    {
      "label": "Pile tip level A2 L/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "piles at A2 L/S"
    },
    {
      "label": "Pile tip level A1 R/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "piles at A1 R/S"
    },
    {
      "label": "Pile tip level A2 R/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "piles at A2 R/S"
    },
    {
      "label": "Drawing scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT ABUTMENT LOCATION AT A1 & A2"
    }
  ],
  "notes": [
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK",
    "SLOPE 2.5%",
    "20mm GAP FILLED WITH POLYSULPHIDE SEALANT",
    "CANTILEVER MEDIAN WALL",
    "PCC M-15",
    "RCC CRASH BARRIER"
  ],
  "labels": [
    "SECTION AT ABUTMENT LOCATION AT A1 & A2",
    "(SCALE 1:150)",
    "80000 ROW",
    "ROW",
    "C/L OF PROPOSED ROAD",
    "C/L OF LHS (CARRIAGEWAY)",
    "C/L OF RHS (CARRIAGEWAY)",
    "CARRIAGEWAY",
    "FOOTPATH",
    "FRL",
    "A",
    "ACTL A1 L/S 514.674",
    "ACTL A2 L/S 516.136",
    "ACTL A1 R/S 514.839",
    "ACTL A2 R/S 516.318",
    "PCTL A1 L/S 508.655",
    "PCTL A2 L/S 511.391",
    "PCBL A1 L/S 506.855",
    "PCBL A2 L/S 509.591",
    "PCTL A1 R/S 508.655",
    "PCTL A2 R/S 511.391",
    "PCBL A1 R/S 506.855",
    "PCBL A2 R/S 509.591",
    "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"
  ],
  "description": "This crop is a full transverse cross section (section A-A) taken at the abutment locations A1 and A2 of a divided (twin-deck) bridge, drawn to 1:150 within an 80000 wide right of way. It shows, per carriageway, a 16550 wide cast in situ RCC deck with 13500 carriageway, 1500 footpaths, RCC crash barriers and 50mm wearing coat at 2.5% cross fall, supported on five girder lines at 3500 centres over an abutment cap/cantilever wall, which in turn sits on a pile cap founded on five piles at 3750 centres. Median details (2900 wide median, cantilever median wall, 20mm polysulphide-sealed gap and PCC M-15 below), embankment side slopes at 2:1 with stone protection, and the full set of abutment cap top, pile cap top/bottom and pile tip levels for both A1 and A2 (left and right side) are annotated for quantity take-off."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Deck slab (cast in situ)",
      "tag": "",
      "shape": "slab with cross fall",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labelled 'RCC CAST IN SITU DECK'; one deck per carriageway (LHS and RHS)"
    },
    {
      "name": "wearing coat (50mm THK. (WC)); material not stated",
      "tag": "",
      "shape": "thin overlay on deck",
      "material": "bituminous/concrete wearing course (50mm THK. WC)",
      "count": 2,
      "note": "Shown on each deck with 2.5% slope"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "profiled vertical barrier",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labelled 'RCC CRASH BARRIER' at outer edge of each deck"
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "raised rectangular kerb/walkway",
      "material": "reinforced concrete (implied)",
      "count": 2,
      "note": "Labelled 'FOOTPATH', 1500 wide"
    },
    {
      "name": "Median / central gap between decks",
      "tag": "",
      "shape": "gap",
      "material": "",
      "count": 1,
      "note": "2900 gap at centre line of proposed road"
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "small rectangular pad",
      "material": "not stated",
      "count": null,
      "note": "Small pads shown between girders/deck and pier cap; individual count not reliably distinguishable"
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "trapezoidal (tapered ends)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One cap per carriageway, 16550 long, level marked PCTL"
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "circular/vertical shaft as drawn",
      "material": "reinforced concrete",
      "count": 6,
      "note": "3 columns visible under each pier cap (spacing 4500 with 1000 offsets)"
    },
    {
      "name": "Pile cap",
      "tag": "P1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "16550 long; top level PCTL P1 503.316, bottom level PCBL P1 501.516"
    },
    {
      "name": "Pile",
      "tag": "P1",
      "shape": "circular (with bulb symbol shown)",
      "material": "reinforced concrete",
      "count": 12,
      "note": "6 piles visible under each pile cap; pile tip level 476.566"
    },
    {
      "name": "Existing ground / hatched strata line",
      "tag": "",
      "shape": "hatched line",
      "material": "",
      "count": null,
      "note": "Short hatched ground indication above pile cap level"
    }
  ],
  "measurements": [
    {
      "label": "Overall deck/cap width",
      "value": "16550",
      "unit": "",
      "appliesTo": "deck / pier cap (each carriageway)"
    },
    {
      "label": "Gap between decks at centre line",
      "value": "2900",
      "unit": "",
      "appliesTo": "central gap"
    },
    {
      "label": "Crash barrier / edge dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "deck edge (4 occurrences)"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "carriageway (each side)"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "footpath (each side)"
    },
    {
      "label": "Kerb/footpath dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "footpath edge detail"
    },
    {
      "label": "Wearing coat thickness",
      "value": "50mm THK. (WC) — on wearing coat",
      "unit": "mm",
      "appliesTo": "wearing coat"
    },
    {
      "label": "Deck cross slope",
      "value": "2.5",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "Dimension at deck/cap interface",
      "value": "750",
      "unit": "",
      "appliesTo": "pier cap top / bearing location"
    },
    {
      "label": "Pier cap top level LHS",
      "value": "PCTL P1 L/S 515.384",
      "unit": "",
      "appliesTo": "pier cap P1 L/S"
    },
    {
      "label": "Pier cap top level RHS",
      "value": "PCTL A2 R/S 515.567",
      "unit": "",
      "appliesTo": "pier cap A2 R/S (as printed)"
    },
    {
      "label": "Bearing/girder spacing (square)",
      "value": "3500 (SQ) — on pier cap top - 4 spaces each side",
      "unit": "",
      "appliesTo": "pier cap top - 5 spaces each side"
    },
    {
      "label": "End dimension (square)",
      "value": "1275 (SQ)",
      "unit": "",
      "appliesTo": "pier cap ends, both sides"
    },
    {
      "label": "Pier column spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "pier columns (2 spaces each side)"
    },
    {
      "label": "Column end offset",
      "value": "1000 — on pier column to cap end (2 per side)",
      "unit": "",
      "appliesTo": "pier column to cap end (3 per side)"
    },
    {
      "label": "Pile cap top level LHS",
      "value": "PCTL P1 L/S 503.316",
      "unit": "",
      "appliesTo": "pile cap P1 L/S"
    },
    {
      "label": "Pile cap top level RHS",
      "value": "PCTL P1 R/S 503.316",
      "unit": "",
      "appliesTo": "pile cap P1 R/S"
    },
    {
      "label": "Pile cap bottom level LHS",
      "value": "PCBL P1 L/S 501.516",
      "unit": "",
      "appliesTo": "pile cap P1 L/S"
    },
    {
      "label": "Pile cap bottom level RHS",
      "value": "PCBL P1 R/S 501.516",
      "unit": "",
      "appliesTo": "pile cap P1 R/S"
    },
    {
      "label": "Pile cap length",
      "value": "16550",
      "unit": "",
      "appliesTo": "pile cap P1 (both sides)"
    },
    {
      "label": "Pile tip level LHS",
      "value": "PILE TIP LVL. P1 L/S 476.566",
      "unit": "",
      "appliesTo": "piles P1 L/S"
    },
    {
      "label": "Pile tip level RHS",
      "value": "PILE TIP LVL. P1 R/S 476.566",
      "unit": "",
      "appliesTo": "piles P1 R/S"
    },
    {
      "label": "Pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "piles (5 spaces each side)"
    },
    {
      "label": "Edge of pile cap to first pile",
      "value": "775",
      "unit": "",
      "appliesTo": "pile cap P1 ends (both sides)"
    },
    {
      "label": "Drawing scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    }
  ],
  "notes": [
    "NOTES:",
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER"
  ],
  "labels": [
    "℅ OF PROPOSED ROAD",
    "CARRIAGEWAY",
    "℅ OF LHS (CARRIAGEWAY)",
    "℅ OF RHS (CARRIAGEWAY)",
    "FRL",
    "FOOTPATH",
    "RCC CRASH BARRIER",
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK",
    "SLOPE 2.5%",
    "ROW",
    "B",
    "SECTION AT PIER LOCATION",
    "(SCALE 1:150)"
  ],
  "description": "This crop is a transverse section through the pier location of a twin-deck (dual carriageway) bridge, drawn at 1:150. It shows, for each carriageway, a 16550 wide cast-in-situ RCC deck with 50mm wearing coat at 2.5% cross fall, 13500 carriageway, 1500 footpath and RCC crash barriers, supported on bearings over a tapered pier cap carrying three pier columns, founded on a 16550 long pile cap with six piles at 3000 centres. Levels are annotated for pier cap top (515.384 L/S, 515.567 R/S), pile cap top (503.316) and bottom (501.516) and pile tip (476.566), with ROW lines at both extremities and a general note block at right."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "READ THIS DRAWING IN CONJUNCTION WITH OTHE[R] SHEETS OF THE SAME DRAWING NUMBER (text cut off at right edge of crop)"
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop contains only a boxed general notes block with the heading 'NOTES:' and a single note instructing that the drawing be read together with other sheets of the same drawing number; the note text is truncated at the right edge of the crop. Above the box is a short vertical line, presumably part of an adjacent border or leader, with no constructional detail shown. No structural elements, dimensions or quantities are present in this region."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Bridge location chainage",
      "value": "CH. 64+412",
      "unit": "",
      "appliesTo": "Major Bridge"
    },
    {
      "label": "Project start design chainage",
      "value": "KM 64+000",
      "unit": "",
      "appliesTo": "Project"
    },
    {
      "label": "Project end design chainage",
      "value": "KM 113+000",
      "unit": "",
      "appliesTo": "Project"
    },
    {
      "label": "Project length",
      "value": "49.00",
      "unit": "KM",
      "appliesTo": "Project"
    },
    {
      "label": "Number of lanes",
      "value": "6",
      "unit": "LANE",
      "appliesTo": "Project"
    },
    {
      "label": "Scale",
      "value": "AS SHOWN",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Sheet number",
      "value": "SHEET 3 OF 3",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Sheet size",
      "value": "A2",
      "unit": "",
      "appliesTo": "Drawing"
    }
  ],
  "notes": [],
  "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",
    "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 DISTRICT IN THE STATE OF MADYA 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",
    "MKD.",
    "DATE",
    "DESCRIPTION",
    "BY",
    "REVISION"
  ],
  "description": "This crop is the title block strip along the bottom of the sheet, together with the blank revision table at the left. It identifies the drawing as the General Arrangement Drawing for a major bridge at CH. 64+412 on the 6-lane greenfield access-controlled Indore Eastern Bypass (Package-1, design KM 64+000 to KM 113+000, length 49.00 km), drawing no. 73580A\\LASA\\STR\\MJBR5\\GA-01, Rev. R0, dated Dec. 2025, sheet 3 of 3, size A2. No constructional elements or structural geometry are shown in this crop; only administrative and identification data."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Bridge location chainage (in drawing title)",
      "value": "CH. 64+412",
      "unit": "",
      "appliesTo": "Major bridge - general arrangement drawing"
    },
    {
      "label": "Project start design chainage",
      "value": "KM 64+000",
      "unit": "",
      "appliesTo": "Project"
    },
    {
      "label": "Project end design chainage",
      "value": "KM 113+000",
      "unit": "",
      "appliesTo": "Project"
    },
    {
      "label": "Project length",
      "value": "49.00",
      "unit": "KM",
      "appliesTo": "Project"
    },
    {
      "label": "Number of lanes",
      "value": "6",
      "unit": "LANE",
      "appliesTo": "Project (greenfield access-controlled bypass)"
    },
    {
      "label": "Scale",
      "value": "AS SHOWN",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Date",
      "value": "DEC. 2025",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Sheet number",
      "value": "SHEET 3 OF 3",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Sheet size",
      "value": "A2",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Revision",
      "value": "R0",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Consultant office address (postal code)",
      "value": "110044",
      "unit": "",
      "appliesTo": "Design consultant address, New Delhi"
    }
  ],
  "notes": [],
  "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",
    "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 DISTRICT IN THE STATE OF MADYA 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",
    "CHECKED",
    "APPROVED",
    "VARUN SINGH",
    "S.MANDAL",
    "U. SEN",
    "(SHEET 3 OF 3)",
    "SHEET SIZE A2",
    "MKD.",
    "DATE",
    "DESCRIPTION",
    "BY",
    "R E V I S I O N"
  ],
  "description": "This crop is the bottom title block strip of a drawing sheet, containing the design consultant panel (LEA Associates South Asia Pvt. Ltd. with logos), the client panel (NHAI, MoRTH), the project description, the drawing title, and the drawing management panel with drawing number, revision, scale, date, sheet number and the designed/checked/approved signatories. At the left is a blank revision table with columns MKD./DATE/DESCRIPTION/BY and no revision entries filled in. No constructional elements or structural geometry are shown in this region; it only documents that the parent sheet is a General Arrangement Drawing for a major bridge at CH. 64+412 on the Indore Eastern Bypass (Package-1), sheet 3 of 3."
}