Bored Cast-In-Situ Pile

{
  "view": "Plan",
  "objects": [
    {
      "name": "Pier (substructure axis)",
      "tag": "P1",
      "shape": "skewed line axis",
      "material": "",
      "count": 1,
      "note": "Grid/axis reference at left edge of crop, only the label bubble visible"
    },
    {
      "name": "Abutment (axis / centre line of expansion joint)",
      "tag": "A1",
      "shape": "skewed line axis",
      "material": "",
      "count": 1,
      "note": "Axis annotated 'C/L OF EXP. JOINT'"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear joint at skew",
      "material": "",
      "count": 1,
      "note": "Indicated by centre-line callout at A1"
    },
    {
      "name": "Deck slab / carriageway (half plan at deck level)",
      "tag": "",
      "shape": "parallelogram (30° skew)",
      "material": "",
      "count": 1,
      "note": "Only the right-hand portion of the half deck plan lies within the crop; left side cut off"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "linear edge element",
      "material": "",
      "count": null,
      "note": "Label 'BARRIER' partially cut at left edge of deck level plan"
    },
    {
      "name": "Bearing / pedestal (small squares on deck-level plan at supports)",
      "tag": "",
      "shape": "square in plan",
      "material": "",
      "count": 12,
      "note": "Small hatched squares along the skewed support lines of both deck-level half plans; count approximate to what is visible"
    },
    {
      "name": "Pile / pile group (circles on foundation level plan)",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 40,
      "note": "Circles arranged in rows at 3750 spacing within two skewed foundation rafts/pile caps; count is of circles visible in this crop"
    },
    {
      "name": "Foundation raft / pile cap (half plan at foundation level)",
      "tag": "",
      "shape": "parallelogram (skewed)",
      "material": "",
      "count": 2,
      "note": "Two skewed foundation blocks shown, separated by median wall"
    },
    {
      "name": "Median wall",
      "tag": "",
      "shape": "narrow strip between the two foundation blocks",
      "material": "PCC M15",
      "count": 1,
      "note": "Shown hatched/stippled"
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "linear wall in plan",
      "material": "",
      "count": 2,
      "note": "Called out at the ends of both foundation level half plans"
    },
    {
      "name": "Retaining / toe wall (key plan)",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Leader-labelled 'RET./ TOE WALL' on key plan, two occurrences"
    },
    {
      "name": "Proposed bridge structure footprint (key plan)",
      "tag": "",
      "shape": "hatched rectangle across river/road",
      "material": "",
      "count": 1,
      "note": "Dense cross-hatched block on key plan marking the proposed structure"
    },
    {
      "name": "Existing road / carriageway with embankment side slopes (key plan)",
      "tag": "",
      "shape": "linear corridor",
      "material": "",
      "count": 1,
      "note": "Shown with hatched slope symbols either side"
    },
    {
      "name": "Right of way lines (key plan)",
      "tag": "ROW",
      "shape": "linear boundary lines",
      "material": "",
      "count": 4,
      "note": "Labelled 'ROW' in four places on key plan"
    },
    {
      "name": "River / earthen drain (key plan)",
      "tag": "",
      "shape": "natural channel with contours",
      "material": "",
      "count": null,
      "note": "Text partially rotated/illegible: 'Sipra River', 'Earthen Drain'"
    }
  ],
  "measurements": [
    {
      "label": "Span length (square) and along skew",
      "value": "40000(SQ)  46189(SK)",
      "unit": "",
      "appliesTo": "Span between P1 and A1"
    },
    {
      "label": "Skew angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "Deck / structure skew"
    },
    {
      "label": "Edge offset dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "Deck level half plan (upper) - end offset"
    },
    {
      "label": "Transverse spacing (typical, deck level upper plan)",
      "value": "3500",
      "unit": "",
      "appliesTo": "Bearing/girder spacing, deck level plan"
    },
    {
      "label": "Overall transverse width (deck level upper plan)",
      "value": "16550",
      "unit": "",
      "appliesTo": "Deck level half plan"
    },
    {
      "label": "Edge offset dimensions (deck level lower plan)",
      "value": "1275",
      "unit": "",
      "appliesTo": "Deck level half plan (lower) - both ends"
    },
    {
      "label": "Transverse spacing (deck level lower plan)",
      "value": "3500",
      "unit": "",
      "appliesTo": "Bearing/girder spacing, lower deck level plan"
    },
    {
      "label": "Overall transverse width (deck level lower plan)",
      "value": "16550",
      "unit": "",
      "appliesTo": "Deck level half plan (lower)"
    },
    {
      "label": "Spacing between barrier/bearing marks",
      "value": "5000",
      "unit": "",
      "appliesTo": "Deck level plan, noted (TYP.)"
    },
    {
      "label": "Edge offset (foundation level upper plan)",
      "value": "775",
      "unit": "",
      "appliesTo": "Foundation level half plan (upper), both ends"
    },
    {
      "label": "Pile row spacing (foundation level upper plan)",
      "value": "3750",
      "unit": "",
      "appliesTo": "Pile spacing, foundation level plan"
    },
    {
      "label": "Overall transverse width (foundation level upper plan)",
      "value": "16550",
      "unit": "",
      "appliesTo": "Foundation level half plan (upper)"
    },
    {
      "label": "Edge offset (foundation level lower plan)",
      "value": "775",
      "unit": "",
      "appliesTo": "Foundation level half plan (lower), both ends"
    },
    {
      "label": "Pile row spacing (foundation level lower plan)",
      "value": "3750",
      "unit": "",
      "appliesTo": "Pile spacing, foundation level plan (lower)"
    },
    {
      "label": "Overall transverse width (foundation level lower plan)",
      "value": "16550",
      "unit": "",
      "appliesTo": "Foundation level half plan (lower)"
    },
    {
      "label": "Scale of half plans",
      "value": "1:300",
      "unit": "",
      "appliesTo": "HALF PLAN SHOWING DECK LEVEL / FOUNDATION LEVEL"
    },
    {
      "label": "Scale of key plan",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "KEY PLAN"
    },
    {
      "label": "Proposed chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "Proposed structure (key plan table)"
    },
    {
      "label": "Proposed span",
      "value": "2X40m",
      "unit": "m",
      "appliesTo": "Proposed structure (key plan table)"
    },
    {
      "label": "Skew (key plan table)",
      "value": "30°",
      "unit": "",
      "appliesTo": "Proposed structure"
    },
    {
      "label": "Chainage marker on key plan",
      "value": "64+400",
      "unit": "",
      "appliesTo": "Road alignment, key plan"
    },
    {
      "label": "Chainage marker on key plan",
      "value": "64+500",
      "unit": "",
      "appliesTo": "Road alignment, key plan"
    }
  ],
  "notes": [
    "C/L OF EXP. JOINT",
    "MEDIAN WALL PCC M15",
    "INDEPENDENT RETAINING WALL",
    "RET./ TOE WALL",
    "30° SKEW",
    "5000 (TYP.)",
    "New Construction"
  ],
  "labels": [
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)",
    "KEY PLAN",
    "(SCALE 1:2000)",
    "TO KHANDWA",
    "TO DEWAS",
    "ROW",
    "PROPOSED CH:",
    "STRUCTURE TYPE",
    "MJBR",
    "PROPOSED SPAN",
    "SKEW",
    "PROPOSAL",
    "BARRIER (partial)",
    "N / S / E / W (north arrow)",
    "Sipra River (partial, rotated)",
    "Earthen Drain (partial, rotated)",
    "Agricultural Road (partial, rotated)"
  ],
  "description": "This crop shows the right-hand portion of two half plans of a skewed bridge — one at deck level (with barrier line, bearing/pedestal squares at 3500 spacing and 30° skew) and one at foundation level (two skewed pile-cap/raft blocks with pile circles at 3750 spacing, separated by a PCC M15 median wall and terminated by independent retaining walls) — drawn to 1:300. Grid bubbles P1 and A1 fix the 40000 (SQ) / 46189 (SK) span, with the centre line of the expansion joint at A1 and traffic direction to Khandwa. At upper right is the 1:2000 key plan showing the proposed structure hatched across the river/drain at chainage 64+412, structure type MJBR, 2X40m span, 30° skew, new construction, with ROW lines, retaining/toe walls and chainage marks 64+400 and 64+500."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Deck slab (superstructure span between A1 and P1)",
      "tag": "",
      "shape": "skewed rectangular (parallelogram) in plan",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One span shown for each of two separate carriageways (right side and left side); half plan only — remainder of bridge beyond P1 not drawn in this crop."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labelled 'APPROACH SLAB' on both carriageways at the A1 end."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear kerb/barrier",
      "material": "reinforced concrete",
      "count": null,
      "note": "Called out three times; runs along outer edge and median edge of both carriageways."
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "linear strip",
      "material": "not stated",
      "count": 2,
      "note": "Labelled 'FOOTPATH' at outer edge of each carriageway on the approach."
    },
    {
      "name": "Median",
      "tag": "",
      "shape": "linear strip",
      "material": "PCC (noted at foundation-level plan as 'MEDIAN ... PCC')",
      "count": 1,
      "note": "Centre line of median dimensioned; separates the two carriageways."
    },
    {
      "name": "Expansion joint",
      "tag": "A1",
      "shape": "transverse joint on skew",
      "material": "not stated",
      "count": 2,
      "note": "'C/L OF EXP. JOINT' called out at both A1 grid lines (left and right ends of crop)."
    },
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "skewed wall in plan",
      "material": "reinforced concrete (implied)",
      "count": null,
      "note": "Grid line A1 shown at both ends of the drawing; abutment body largely inferred, not fully drawn at deck level."
    },
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "skewed line of substructure in plan",
      "material": "reinforced concrete (implied)",
      "count": 1,
      "note": "Grid line P1 at 40000(SQ)/46189(SK) from A1."
    },
    {
      "name": "Girder / longitudinal beam line",
      "tag": "",
      "shape": "longitudinal beam lines at 3500 c/c",
      "material": "not stated",
      "count": null,
      "note": "Four 3500 spacings (five beam lines) indicated per carriageway at deck level."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "small square in plan",
      "material": "not stated",
      "count": null,
      "note": "Small square symbols at girder ends along A1 and P1 lines on both carriageways; too small to count reliably."
    },
    {
      "name": "Deck drainage spout",
      "tag": "",
      "shape": "small square symbol with cross",
      "material": "not stated",
      "count": null,
      "note": "Symbols along the outer barrier lines at 5000 (TYP.) spacing on both carriageways."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "not stated",
      "count": null,
      "note": "Groups of circles shown in the half plan at foundation level (right part of crop, partly cut off)."
    },
    {
      "name": "Pile cap / open foundation",
      "tag": "",
      "shape": "rectangular in plan, on skew",
      "material": "not stated",
      "count": null,
      "note": "Foundation outlines at A1 and P1 in the foundation-level half plan; partly cut off at right edge of crop."
    },
    {
      "name": "Retaining wall",
      "tag": "",
      "shape": "linear wall in plan",
      "material": "not stated",
      "count": 1,
      "note": "Callout partially cut off — reads 'INDEPENDENT RETAIN...' at right edge."
    },
    {
      "name": "Embankment / approach fill with slope pitching and vegetation symbols",
      "tag": "",
      "shape": "fan-shaped splay in plan",
      "material": "not stated",
      "count": 2,
      "note": "Radial hatching and tree/shrub symbols at both approach corners behind A1."
    }
  ],
  "measurements": [
    {
      "label": "Span A1–P1 (square / skew)",
      "value": "40000(SQ) 46189(SK)",
      "unit": "",
      "appliesTo": "A1 to P1"
    },
    {
      "label": "Span P1–A1 (square / skew)",
      "value": "40000(SQ) 46189(SK)",
      "unit": "",
      "appliesTo": "P1 to A1 (second span)"
    },
    {
      "label": "Clear/effective span (square / skew)",
      "value": "37761(SQ) 43603(SK)",
      "unit": "",
      "appliesTo": "A1 to P1"
    },
    {
      "label": "Dimension at abutment (square / skew)",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A1 / expansion joint zone"
    },
    {
      "label": "Dimension at pier (square / skew)",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Drainage spout spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "deck edge, noted (TYP.)"
    },
    {
      "label": "Girder spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "deck, repeated 4 times per carriageway"
    },
    {
      "label": "Girder spacing (leader dimension on approach slab)",
      "value": "3500",
      "unit": "",
      "appliesTo": "both carriageways"
    },
    {
      "label": "Overall deck width",
      "value": "16550",
      "unit": "",
      "appliesTo": "each carriageway (labelled 16550 WIDTH)"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "each carriageway (13500 CARRIAGEWAY)"
    },
    {
      "label": "Crash barrier / kerb width",
      "value": "450",
      "unit": "",
      "appliesTo": "edges of both carriageways (four occurrences)"
    },
    {
      "label": "Strip width",
      "value": "100",
      "unit": "",
      "appliesTo": "edge detail adjacent to 450 dimension"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "footpath at each approach"
    },
    {
      "label": "Median width",
      "value": "2900",
      "unit": "",
      "appliesTo": "median between carriageways"
    },
    {
      "label": "Right of way",
      "value": "80000 ROW",
      "unit": "",
      "appliesTo": "overall corridor"
    },
    {
      "label": "Offset dimension",
      "value": "40000",
      "unit": "",
      "appliesTo": "outer ROW dimension, top and bottom"
    },
    {
      "label": "Overhang / edge offset",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck edge dimensions (four occurrences)"
    },
    {
      "label": "Edge offset at foundation level",
      "value": "775",
      "unit": "",
      "appliesTo": "foundation-level half plan (four occurrences)"
    },
    {
      "label": "Pile / foundation spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "foundation-level half plan, repeated"
    },
    {
      "label": "Overall width at foundation level",
      "value": "16550",
      "unit": "",
      "appliesTo": "foundation-level half plan, both carriageways"
    },
    {
      "label": "Skew angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "bridge alignment ('30° SKEW')"
    },
    {
      "label": "Scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "both half plans"
    }
  ],
  "notes": [
    "30° SKEW",
    "RCC CRASH BARRIER",
    "C/L OF EXP. JOINT",
    "5000 (TYP.)",
    "(SCALE 1:300)"
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "TO PIKARADIYA",
    "A1",
    "P1",
    "FOOTPATH",
    "C/L OF BRIDGE (RIGHT SIDE)",
    "C/L OF BRIDGE (LEFT SIDE)",
    "C/L OF MEDIAN",
    "APPROACH SLAB",
    "16550 WIDTH",
    "13500 CARRIAGEWAY",
    "80000 ROW",
    "MEDIAN PCC",
    "INDEPENDENT RETAIN… (text cut off)",
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL"
  ],
  "description": "This crop is a paired half plan of a skewed (30°) two-carriageway highway bridge: the left half shows the deck level and the right half (partly cut off at the sheet edge) shows the corresponding foundation level, both at 1:300. It documents the general arrangement — approach slabs and footpaths at abutment A1, one 40000(SQ)/46189(SK) span to pier P1, five girder lines at 3500 c/c per carriageway, RCC crash barriers with deck drainage spouts at 5000 typical, a 2900 median within an 80000 ROW, and pile groups/foundation outlines at A1 and P1. Only half of the structure is drawn; the second span beyond P1 and the retaining wall callout on the right are incomplete in this crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Pier (substructure line marked P1)",
      "tag": "P1",
      "shape": "skewed line marker on plan",
      "material": "",
      "count": 1,
      "note": "Only the grid/centre-line callout 'P1' is visible at left edge of crop; the pier itself is cut off."
    },
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "skewed (30° skew) rectangular in plan",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked with circled tag A1 and located at centre line of expansion joint."
    },
    {
      "name": "Pile cap / foundation raft (skew)",
      "tag": "",
      "shape": "parallelogram (skewed rectangular) in plan",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Two half-plan foundation blocks shown, separated by median wall; each 16550 wide with pile grid inside."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 40,
      "note": "Circles drawn on the two foundation-level parallelograms at 3750 spacing; approximately 20 per foundation block as drawn — count from crop only."
    },
    {
      "name": "Median wall",
      "tag": "",
      "shape": "narrow rectangular strip",
      "material": "PCC M15",
      "count": 1,
      "note": "Hatched strip between the two foundation blocks, labelled 'MEDIAN WALL PCC M15'."
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "linear wall in plan",
      "material": "",
      "count": 2,
      "note": "Called out at top-right and bottom-right of the foundation-level half plan."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear joint across deck",
      "material": "",
      "count": 1,
      "note": "Callout 'C/L OF EXP. JOINT' at A1."
    },
    {
      "name": "Deck slab / superstructure (half plan at deck level)",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Partially shown at left of crop; girder/beam lines and bearing pedestals visible but mostly cut off."
    },
    {
      "name": "Bearing / bearing pedestal",
      "tag": "",
      "shape": "small square blocks",
      "material": "",
      "count": null,
      "note": "Small squares on hatched substructure lines in the deck-level half plan; count not reliable as the view is cut."
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Text partially cut at lower left reading '...RRIER'."
    },
    {
      "name": "Retaining / toe wall (key plan)",
      "tag": "",
      "shape": "linear wall along road edge",
      "material": "",
      "count": 2,
      "note": "Labelled 'RET./ TOE WALL' twice in the key plan."
    },
    {
      "name": "Proposed bridge structure (hatched block in key plan)",
      "tag": "",
      "shape": "skewed rectangular block",
      "material": "",
      "count": 1,
      "note": "Hatched area across river/drain in key plan representing the proposed MJBR."
    },
    {
      "name": "Earthen drain / river channel",
      "tag": "",
      "shape": "meandering channel",
      "material": "",
      "count": null,
      "note": "Key plan shows 'Sipra River' and 'Earthen Drain' labels with contours."
    },
    {
      "name": "Existing road / carriageway with median (key plan)",
      "tag": "",
      "shape": "linear divided carriageway",
      "material": "",
      "count": 1,
      "note": "Shown with chainage markers and ROW lines."
    }
  ],
  "measurements": [
    {
      "label": "Span length (square) / (skew)",
      "value": "40000(SQ)  46189(SK)",
      "unit": "",
      "appliesTo": "P1 to A1 span"
    },
    {
      "label": "Skew angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "deck level half plan"
    },
    {
      "label": "Edge/offset dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck level half plan (top)"
    },
    {
      "label": "Beam/bearing spacing (typical string)",
      "value": "3500",
      "unit": "",
      "appliesTo": "deck level half plan — 5 spaces upper block"
    },
    {
      "label": "Overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "deck level half plan (upper block)"
    },
    {
      "label": "Offset dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck level half plan (between blocks)"
    },
    {
      "label": "Offset dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck level half plan (lower block, upper end)"
    },
    {
      "label": "Beam/bearing spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "deck level half plan — lower block"
    },
    {
      "label": "Overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "deck level half plan (lower block)"
    },
    {
      "label": "Edge/offset dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck level half plan (bottom)"
    },
    {
      "label": "Barrier post / panel spacing (typical)",
      "value": "5000 (TYP.)",
      "unit": "",
      "appliesTo": "crash barrier, deck level half plan"
    },
    {
      "label": "Edge distance to first pile row",
      "value": "775",
      "unit": "",
      "appliesTo": "upper foundation block (top edge)"
    },
    {
      "label": "Pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "upper foundation block — 4 spaces"
    },
    {
      "label": "Foundation block width",
      "value": "16550",
      "unit": "",
      "appliesTo": "upper foundation block"
    },
    {
      "label": "Edge distance to last pile row",
      "value": "775",
      "unit": "",
      "appliesTo": "upper foundation block (bottom edge)"
    },
    {
      "label": "Edge distance to first pile row",
      "value": "775",
      "unit": "",
      "appliesTo": "lower foundation block (top edge)"
    },
    {
      "label": "Pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "lower foundation block — 4 spaces"
    },
    {
      "label": "Foundation block width",
      "value": "16550",
      "unit": "",
      "appliesTo": "lower foundation block"
    },
    {
      "label": "Edge distance to last pile row",
      "value": "775",
      "unit": "",
      "appliesTo": "lower foundation block (bottom edge)"
    },
    {
      "label": "Scale of half plans",
      "value": "1:300",
      "unit": "",
      "appliesTo": "HALF PLAN SHOWING DECK LEVEL / FOUNDATION LEVEL"
    },
    {
      "label": "Scale of key plan",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "KEY PLAN"
    },
    {
      "label": "Proposed chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "proposed structure (key plan table)"
    },
    {
      "label": "Proposed span",
      "value": "2X40m",
      "unit": "m",
      "appliesTo": "proposed structure (key plan table)"
    },
    {
      "label": "Skew",
      "value": "30°",
      "unit": "",
      "appliesTo": "proposed structure (key plan table)"
    },
    {
      "label": "Chainage marker",
      "value": "64+400",
      "unit": "",
      "appliesTo": "key plan road"
    },
    {
      "label": "Chainage marker",
      "value": "64+500",
      "unit": "",
      "appliesTo": "key plan road"
    }
  ],
  "notes": [
    "C/L OF EXP. JOINT",
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "PROPOSED CH.: 64+412",
    "STRUCTURE TYPE: MJBR",
    "PROPOSED SPAN: 2X40m",
    "SKEW: 30°",
    "PROPOSAL: New Construction"
  ],
  "labels": [
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)",
    "KEY PLAN",
    "(SCALE 1:2000)",
    "TO KHANDWA",
    "TO DEWAS",
    "ROW",
    "RET./ TOE WALL",
    "Sipra River",
    "Earthen Drain",
    "Agricultural Land",
    "30° SKEW",
    "N / S / E / W (north arrow)",
    "...RRIER (partially cut, crash barrier)",
    "64+400",
    "64+500"
  ],
  "description": "This crop shows the right-hand portion of a bridge general-arrangement sheet: the tail end of the HALF PLAN SHOWING DECK LEVEL (scale 1:300) with 30° skew, girder/bearing lines at 3500 spacing and 5000 typical crash-barrier spacing, adjoining the HALF PLAN SHOWING FOUNDATION LEVEL which shows two skewed pile caps, each 16550 wide with circular piles at 3750 centres and 775 edge distances, separated by a PCC M15 median wall and terminated by independent retaining walls. The span between P1 and abutment A1 is dimensioned 40000 square / 46189 skew, with the centre line of the expansion joint at A1 and traffic direction to Khandwa. A KEY PLAN (1:2000) at top right locates the proposed structure at CH 64+412, a 2x40 m MJBR with 30° skew, new construction, crossing the Sipra River / earthen drain between chainages 64+400 and 64+500, with ROW lines and retaining/toe walls indicated."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Abutment (A2) stem/wall",
      "tag": "A2",
      "shape": "rectangular vertical wall",
      "material": "reinforced concrete",
      "count": 1,
      "note": "1500 wide stem shown in section; supports bearing seat and dirt wall"
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "drawn in hidden (dashed) lines below ground line, total width 12300"
    },
    {
      "name": "Bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 4,
      "note": "shown in dashed outline with bulb/termination symbol; 1200 dia, spaced 3600"
    },
    {
      "name": "Deck slab / superstructure end",
      "tag": "",
      "shape": "rectangular slab",
      "material": "reinforced concrete (assumed from hatch-free section)",
      "count": 1,
      "note": "230 thick slab over box/girder outline; only the end portion is within the crop"
    },
    {
      "name": "Girder / box section end diaphragm",
      "tag": "",
      "shape": "tapered box section",
      "material": "concrete (not stated)",
      "count": 1,
      "note": "section cut, break line at left indicates the member continues off-crop; 2650 deep"
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "",
      "shape": "rectangular in section",
      "material": "not stated",
      "count": 1,
      "note": "labelled '(TYP.)'"
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular block",
      "material": "reinforced concrete (RCC)",
      "count": 1,
      "note": "located beside bearing on abutment seat"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "gap at deck level",
      "material": "not stated",
      "count": 1,
      "note": "centre line of exp. joint marked; 80(SQ.) 92(SK) exp. gap"
    },
    {
      "name": "Dirt wall / back wall with approach slab seat",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "3500(SQ) dimension across top adjacent to joint"
    },
    {
      "name": "Approach slab / approach pavement wedge",
      "tag": "",
      "shape": "tapered slab",
      "material": "not stated (dotted fill)",
      "count": 1,
      "note": "left-hand tapered element with turned-down end at embankment"
    },
    {
      "name": "Filter media behind abutment",
      "tag": "",
      "shape": "vertical layer",
      "material": "granular filter media",
      "count": 1,
      "note": "labelled 600 THK. FILTER MEDIA"
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "vertical wall",
      "material": "not stated",
      "count": 1,
      "note": "drawn behind abutment with dashed footing at base"
    },
    {
      "name": "Stone pitching",
      "tag": "",
      "shape": "sloping surface layer",
      "material": "stone",
      "count": 1,
      "note": "callout points to slope protection on embankment"
    },
    {
      "name": "Embankment / backfill slope",
      "tag": "",
      "shape": "trapezoidal sloping fill",
      "material": "earth fill",
      "count": 1,
      "note": "slope indicated 1 : 2"
    },
    {
      "name": "Existing/finished ground line",
      "tag": "",
      "shape": "irregular line",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Distance from face to C/L of bearing (square)",
      "value": "1070 (SQ.)",
      "unit": "",
      "appliesTo": "A2 bearing location"
    },
    {
      "label": "Distance from face to C/L of bearing (skew)",
      "value": "1236 (SK.)",
      "unit": "",
      "appliesTo": "A2 bearing location"
    },
    {
      "label": "Expansion gap",
      "value": "80(SQ.) 92(SK)",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Deck slab thickness",
      "value": "230",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Superstructure depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "Girder / box section"
    },
    {
      "label": "Dimension at deck top (square)",
      "value": "3500(SQ)",
      "unit": "",
      "appliesTo": "Dirt wall / approach slab seat"
    },
    {
      "label": "Dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "Girder/diaphragm zone (upper)"
    },
    {
      "label": "Dimension",
      "value": "2850",
      "unit": "",
      "appliesTo": "Girder end to bearing centre line region"
    },
    {
      "label": "Abutment stem thickness",
      "value": "1500",
      "unit": "",
      "appliesTo": "Abutment A2 stem"
    },
    {
      "label": "Slope (vertical : horizontal as marked)",
      "value": "1 : 2",
      "unit": "",
      "appliesTo": "Embankment slope"
    },
    {
      "label": "Edge distance pile cap to pile centre",
      "value": "750",
      "unit": "",
      "appliesTo": "Pile cap / piles (left end)"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "Piles (three spaces shown)"
    },
    {
      "label": "Edge distance pile cap to pile centre",
      "value": "750",
      "unit": "",
      "appliesTo": "Pile cap / piles (right end)"
    },
    {
      "label": "Overall pile cap width",
      "value": "12300",
      "unit": "",
      "appliesTo": "Pile cap"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "Filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "Filter media"
    },
    {
      "label": "Drawing 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",
    "(SCALE 1:150)"
  ],
  "labels": [
    "A2",
    "C/L OF EXP. JOINT",
    "C/L OF BRG.",
    "SECTION A-A"
  ],
  "description": "Longitudinal section (SECTION A-A, scale 1:150) through abutment A2 of a bridge, showing the deck slab and box/girder end seated on a pot-PTFE bearing with an RCC seismic stopper, the expansion joint and dirt wall, and the 1500 thick abutment stem carried on a pile cap with four 1200 dia bored cast-in-situ piles at 3600 centres over a 12300 overall width. Behind the abutment the drawing documents 600 thk filter media, an independent retaining wall with its own footing (dashed), embankment fill at 1:2 slope with stone pitching, and a tapered approach slab element at the left. The girder is cut by a break line on the left, so only the abutment end of the superstructure is within this crop; no reinforcement detailing or elevations/stations are shown."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Wall type abutment",
      "tag": "A1",
      "shape": "rectangular wall with tapered/battered face",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Left (Dewas) side abutment, labelled 'WALL TYPE ABUTMENT' on the A2 side; supported on pile foundation"
    },
    {
      "name": "Wall type abutment",
      "tag": "A2",
      "shape": "rectangular wall with tapered/battered face",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Right (Khandwa) side abutment, labelled 'WALL TYPE ABUTMENT'"
    },
    {
      "name": "RCC column pier",
      "tag": "P1",
      "shape": "rectangular / vertical column",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Callout 'RCC COLUMN PIER (TYP.)'"
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "Shown in dashed outline below abutments A1, A2 and pier P1"
    },
    {
      "name": "Cast in situ bored pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 10,
      "note": "'1200# RCC CAST IN SITU PILE (TYP.)'; 4 visible under each abutment cap and 2 under pier cap in this elevation"
    },
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "I-girder",
      "material": "precast prestressed concrete",
      "count": null,
      "note": "'PRECAST PSC GIRDER (TYP.)'; two spans of girders shown in elevation, individual girder count not determinable"
    },
    {
      "name": "Deck slab / deck continuity",
      "tag": "",
      "shape": "horizontal slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "'DECK CONTINUITY' callout at pier P1"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "rectangular in elevation",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labelled on both spans"
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "FR / FX",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "'POT-PTFE BEARING (TYP.)'; marked FR (free) at abutments and one side of pier, FX (fixed) at pier"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "'C/L OF EXP. JOINT' at A1 and A2"
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular slab",
      "material": "reinforced concrete",
      "count": 2,
      "note": "300 THK. approach slab at each end"
    },
    {
      "name": "PCC leveling course",
      "tag": "",
      "shape": "rectangular layer",
      "material": "plain cement concrete",
      "count": 2,
      "note": "150 THK. below approach slab at each end"
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "tapered wall",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Behind each abutment with filter media"
    },
    {
      "name": "Filter media",
      "tag": "",
      "shape": "layer",
      "material": "granular filter",
      "count": 2,
      "note": "600 THK. behind retaining walls"
    },
    {
      "name": "Stone pitching",
      "tag": "",
      "shape": "sloping surface layer",
      "material": "stone",
      "count": 2,
      "note": "On embankment slopes at both approaches"
    },
    {
      "name": "Launching apron",
      "tag": "",
      "shape": "rectangular apron",
      "material": "stone/concrete blocks",
      "count": 1,
      "note": "Callout on left (Dewas) side; similar element drawn on right side"
    },
    {
      "name": "Embankment / approach fill",
      "tag": "",
      "shape": "trapezoidal slope",
      "material": "earth fill",
      "count": 2,
      "note": "Side slope indicated 1:2"
    },
    {
      "name": "Existing ground / river bed profile",
      "tag": "",
      "shape": "dashed irregular line",
      "material": "",
      "count": 1,
      "note": "Natural ground line through waterway"
    }
  ],
  "measurements": [
    {
      "label": "Span (C/L exp. joint to C/L brg. at pier), left span",
      "value": "40000(SQ) 46188(SK)",
      "unit": "",
      "appliesTo": "Span A1-P1"
    },
    {
      "label": "Span, right span",
      "value": "46000(SK) 46188(SK)",
      "unit": "",
      "appliesTo": "Span P1-A2"
    },
    {
      "label": "C/C bearing span, left",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": "Span A1-P1"
    },
    {
      "label": "C/C bearing span, right",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": "Span P1-A2"
    },
    {
      "label": "Expansion gap",
      "value": "80(SQ.) 92(SK)",
      "unit": "",
      "appliesTo": "Exp. joint at A1"
    },
    {
      "label": "Expansion gap",
      "value": "80(SQ.) 92(SK)",
      "unit": "",
      "appliesTo": "Exp. joint at 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 brg. to C/L pier",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1 (left side)"
    },
    {
      "label": "C/L pier to C/L brg.",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1 (right side)"
    },
    {
      "label": "Gap / joint dimension at deck continuity",
      "value": "1500 (SK)",
      "unit": "",
      "appliesTo": "Deck continuity at P1"
    },
    {
      "label": "Approach slab thickness",
      "value": "300 THK.",
      "unit": "",
      "appliesTo": "Approach slab (both ends)"
    },
    {
      "label": "PCC leveling course thickness",
      "value": "150 THK.",
      "unit": "",
      "appliesTo": "PCC leveling course (both ends)"
    },
    {
      "label": "Filter media thickness",
      "value": "600 THK.",
      "unit": "",
      "appliesTo": "Filter media behind retaining walls"
    },
    {
      "label": "Vertical clearance above HFL",
      "value": "1200 (min)",
      "unit": "",
      "appliesTo": "Soffit above HFL"
    },
    {
      "label": "Low water level",
      "value": "LWL=506.000",
      "unit": "m",
      "appliesTo": "Waterway"
    },
    {
      "label": "High flood level",
      "value": "HFL=",
      "unit": "",
      "appliesTo": "Waterway (value not printed)"
    },
    {
      "label": "Pile diameter",
      "value": "1200#",
      "unit": "",
      "appliesTo": "RCC cast in situ pile (TYP.)"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "A1 pile cap"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A1 pile cap (3 spacings)"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "A1 pile cap"
    },
    {
      "label": "Overall pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "A1 pile cap"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "A2 pile cap"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A2 pile cap (3 spacings)"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "A2 pile cap"
    },
    {
      "label": "Overall pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "A2 pile cap"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "P1 pile cap"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "P1 pile cap"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "P1 pile cap"
    },
    {
      "label": "Overall pile cap length",
      "value": "5100",
      "unit": "",
      "appliesTo": "P1 pile cap"
    },
    {
      "label": "Embankment side slope",
      "value": "1:2",
      "unit": "",
      "appliesTo": "Approach embankment (both ends)"
    },
    {
      "label": "Chainage LHS",
      "value": "64+360.197",
      "unit": "km",
      "appliesTo": "A1"
    },
    {
      "label": "Chainage LHS",
      "value": "64+406.385",
      "unit": "km",
      "appliesTo": "P1"
    },
    {
      "label": "Chainage LHS",
      "value": "64+452.573",
      "unit": "km",
      "appliesTo": "A2"
    },
    {
      "label": "Chainage RHS",
      "value": "64+371.487",
      "unit": "km",
      "appliesTo": "A1"
    },
    {
      "label": "Chainage RHS",
      "value": "64+417.675",
      "unit": "km",
      "appliesTo": "P1"
    },
    {
      "label": "Chainage RHS",
      "value": "64+463.814",
      "unit": "km",
      "appliesTo": "A2"
    },
    {
      "label": "FRL LHS",
      "value": "518.281",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "FRL LHS",
      "value": "519.033",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "FRL LHS",
      "value": "519.785",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "FRL RHS (main carriageway)",
      "value": "518.465",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "FRL RHS (main carriageway)",
      "value": "519.217",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "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 LHS",
      "value": "503.816",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "Ground level LHS",
      "value": "511.891",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "Ground level RHS (main carriageway)",
      "value": "509.155",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "Ground level RHS (main carriageway)",
      "value": "503.883",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "Ground level RHS (main carriageway)",
      "value": "512.668",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "Drawing scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "ELEVATION view"
    }
  ],
  "notes": [
    "NOTES:",
    "1. ALL DIMENSIONS ARE IN  M... OTHERWISE SPECIFIED. (text cut off at right edge)",
    "2. DIMENSIONS ARE NOT TO ... FOLLOWED. (partial)",
    "3. THIS DRAWING SHALL BE ... ALIGNMENT DRAWINGS. (partial)",
    "4. THE BRIDGE HAS BEEN DE... CLASS 70R + TWO LANE ... 70R OR SV LOADING WHIC... (partial)",
    "5. GRADE OF CONCRETE FOR ... FOLLOWS:—",
    "• PSC PRECAST GIRDER ——... (partial)",
    "• R.C.C. CAST IN SITU D... (partial)",
    "• R.C.C. END CROSS GIRDE... (partial)",
    "• R.C.C. INTERMEDIATE CROS... (partial)",
    "• BEARING PEDESTAL ——... (partial)",
    "300 THK. APPROACH SLAB",
    "150 THK. PCC LEVELING COURSE",
    "RCC CRASH BARRIER",
    "DECK CONTINUITY",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER (TYP.)",
    "1200# RCC CAST IN SITU PILE (TYP.)",
    "PRECAST PSC GIRDER (TYP.)",
    "WALL TYPE ABUTMENT",
    "INDEPENDENT RETAINING WALL",
    "STONE PITCHING",
    "600 THK. FILTER MEDIA",
    "LAUNCHING APRON"
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "C/L OF EXP. JOINT",
    "C/L OF BRG.",
    "EXP.GAP",
    "HFL=",
    "LWL=506.000m",
    "CHAINAGE IN (km.)",
    "FRL. (m)",
    "GROUND LEVEL (m)",
    "MAIN CARRIAGEWAY",
    "LHS",
    "RHS",
    "ELEVATION",
    "(SCALE 1:300)",
    "FR",
    "FX",
    "(SQ)",
    "(SK)"
  ],
  "description": "Longitudinal elevation of a two-span bridge between abutments A1 (Dewas side) and A2 (Khandwa side) with a single intermediate RCC column pier P1, drawn to scale 1:300. It documents the superstructure (precast PSC girders, deck with continuity over the pier, RCC crash barriers, pot-PTFE bearings marked FR/FX, expansion joints) and the substructure/foundation (wall type abutments, pile caps on 1200 mm dia cast-in-situ piles, approach slabs on PCC leveling course, independent retaining walls with filter media, stone pitching and launching apron). A tabulated schedule below gives chainages, finished road levels and ground levels at LHS/RHS for each of A1, P1 and A2; the notes block at lower right is partially cut off at the crop edge."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC precast girder",
      "tag": "",
      "shape": "",
      "material": "prestressed precast concrete M50",
      "count": null,
      "note": "Referred to only in concrete grade list; not drawn."
    },
    {
      "name": "Cast in situ deck slab",
      "tag": "",
      "shape": "",
      "material": "R.C.C. 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 referenced in note 16."
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "",
      "material": "concrete M40",
      "count": null,
      "note": "Details to be taken from miscellaneous drawing."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "concrete M30",
      "count": null,
      "note": "Details to be taken 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 · concrete M45 · Cover requirement stated.",
      "tag": "",
      "shape": "",
      "material": "concrete M45",
      "count": null,
      "note": "Cover requirement stated."
    },
    {
      "name": "Pier · concrete M45 · Piercap top level fixed per note 16.",
      "tag": "",
      "shape": "",
      "material": "concrete M45",
      "count": null,
      "note": "Piercap top level fixed per note 16."
    },
    {
      "name": "Pile foundation",
      "tag": "",
      "shape": "",
      "material": "concrete M35",
      "count": null,
      "note": "Tentative working loads given in table."
    },
    {
      "name": "Reinforcement bar",
      "tag": "",
      "shape": "deformed (TMT)",
      "material": "high yield strength steel Grade Fe 550D, IS: 1786",
      "count": null,
      "note": ""
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "strip seal type",
      "material": "",
      "count": null,
      "note": "As per MORTH specification."
    },
    {
      "name": "Bituminous concrete wearing course",
      "tag": "",
      "shape": "",
      "material": "bituminous concrete",
      "count": null,
      "note": "50MM thick, single layer."
    },
    {
      "name": "Drainage spout",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided in deck slab as per MORTH."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "400mm depth of bearing & pedestal assumed."
    },
    {
      "name": "Gap slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note 17 only."
    },
    {
      "name": "RE wall with selected earth backfill",
      "tag": "",
      "shape": "",
      "material": "selected earth fill",
      "count": null,
      "note": "Fill properties given in note 15."
    }
  ],
  "measurements": [
    {
      "label": "Concrete grade - PSC precast girder",
      "value": "M50",
      "unit": "",
      "appliesTo": "PSC precast girder"
    },
    {
      "label": "Concrete grade - R.C.C. cast in situ deck slab",
      "value": "M45",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Concrete grade - R.C.C. end cross girder",
      "value": "M45",
      "unit": "",
      "appliesTo": "end cross girder"
    },
    {
      "label": "Concrete grade - R.C.C. intermediate cross girder",
      "value": "M45",
      "unit": "",
      "appliesTo": "intermediate cross girder"
    },
    {
      "label": "Concrete grade - bearing pedestal",
      "value": "M50",
      "unit": "",
      "appliesTo": "bearing pedestal"
    },
    {
      "label": "Concrete grade - crash barrier",
      "value": "M40",
      "unit": "",
      "appliesTo": "crash barrier"
    },
    {
      "label": "Concrete grade - approach slab",
      "value": "M30",
      "unit": "",
      "appliesTo": "approach slab"
    },
    {
      "label": "Concrete grade - levelling course",
      "value": "M15",
      "unit": "",
      "appliesTo": "levelling course"
    },
    {
      "label": "Concrete grade - dirt wall & slab",
      "value": "M35",
      "unit": "",
      "appliesTo": "dirt wall & slab"
    },
    {
      "label": "Concrete grade - abutment & pier",
      "value": "M45",
      "unit": "",
      "appliesTo": "abutment & pier"
    },
    {
      "label": "Concrete grade - 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": "50",
      "unit": "MM",
      "appliesTo": "bituminous concrete layer"
    },
    {
      "label": "Depth of bearing & pedestal considered for piercap top level",
      "value": "400",
      "unit": "mm",
      "appliesTo": "bearing / pedestal"
    },
    {
      "label": "Bearing height threshold",
      "value": "200",
      "unit": "mm",
      "appliesTo": "bearing"
    },
    {
      "label": "Pedestal height for adjustment",
      "value": "200",
      "unit": "mm",
      "appliesTo": "bearing pedestal"
    },
    {
      "label": "Backfill cohesion C",
      "value": "0",
      "unit": "",
      "appliesTo": "selected earth fill behind RE wall"
    },
    {
      "label": "Backfill friction angle ø",
      "value": ">32°",
      "unit": "",
      "appliesTo": "selected earth fill behind RE wall"
    },
    {
      "label": "Backfill unit weight γ",
      "value": "2",
      "unit": "T/m³",
      "appliesTo": "selected earth fill behind RE wall"
    },
    {
      "label": "MAX. VERTICAL LOAD",
      "value": "300",
      "unit": "T",
      "appliesTo": "pile (tentative working pile load)"
    },
    {
      "label": "LATERAL LOAD",
      "value": "50",
      "unit": "T",
      "appliesTo": "pile (tentative working pile load)"
    },
    {
      "label": "Seismic zone",
      "value": "III",
      "unit": "",
      "appliesTo": "structure"
    },
    {
      "label": "Wind zone",
      "value": "IV",
      "unit": "",
      "appliesTo": "structure"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.",
    "3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLASS A, ONE LANE CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R + ONE LANE OF 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED AS LIVE LOAD.",
    "5. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONENTS SHALL BE AS FOLLOWS:-",
    "PSC PRECAST GIRDER -----------M50",
    "R.C.C. CAST IN SITU DECK SLAB ----M45",
    "R.C.C. END CROSS GIRDER ---- ---M45",
    "R.C.C. INTERMEDIATE CROSS GIRDER --M45",
    "BEARING PEDESTAL ------------M50",
    "CRASH BARRIER --------------M40",
    "APPROACH SLAB --------------M30",
    "LEVELLING COURSE ------------M15",
    "DIRT WALL & SLAB ------------M35",
    "ABUTMENT & PIER ------------M45",
    "PILE FOUNDATION -------------M35",
    "6. CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS: FOUNDATION......75mm; SUBSTRUCTURE ABUTMENT & ABUTMENT CAP......45mm; PIER & PIER CAP......45mm; SUPERSTRUCTURE......45mm",
    "7. ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.",
    "8. STRIP SEAL TYE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.",
    "9. BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.",
    "10. FRL, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.",
    "11. DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.",
    "12. BACK FILLING MATERIAL BEHIND ABUTMENT SHALL BE WELL COMPACTED AS PER APPENDIX 6 OF IRC 78:2014 & M O R T H SPECIFICATION BEFORE RESTING THE SUPERSTRUCTURE.",
    "13. THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & 'SEVERE' EXPOSURE CONDITION.",
    "14. DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.",
    "15. THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, ø>32°, γ=2T/m³",
    "16. THE PIERCAP TOP LEVEL HAS BEEN FIXED CONSIDERING 400mm DEPTH OF BRG. & PEDESTAL. IN CASE THE BEARING HEIGHT IS LESS THAN THAT OF 200mm THEN THE HEIGHT OF THE BEARING SHALL BE ADJUSTED IN 200mm PEDESTAL.",
    "17. FOR DIMENSION & REINFORCEMENT DETAILS OF APPROACH SLAB, GAP SLAB, CRASH BARRIER & DRAINAGE SPOUTS REFER MISCELLANEOUS DRG.",
    "18. TENTATIVE WORKING PILE LOAD AND SUBJECTED TO CHANGE AS PER DETAILED DESIGN:-"
  ],
  "labels": [
    "NOTES:",
    "SUBSTRUCTURE",
    "SUPERSTRUCTURE",
    "FOUNDATION",
    "MAX. VERTICAL LOAD",
    "LATERAL LOAD",
    "T"
  ],
  "description": "This crop is a block of general design notes for a bridge, ending with a small two-row tentative working pile load table. It states dimensional conventions, live load design cases (IRC Class A / 70R / SV), concrete grades for each structural component, clear cover values, reinforcement grade, expansion joint and drainage spout specifications, wearing course thickness, seismic/wind zone and exposure, backfill properties behind the RE wall, and piercap/bearing pedestal level assumptions. No structural geometry is drawn here; quantities must be read from other sheets, using this crop only for material grades, covers and the stated 300 T vertical / 50 T lateral tentative pile working loads."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC precast girder",
      "tag": "",
      "shape": "",
      "material": "prestressed precast concrete M50",
      "count": null,
      "note": "referenced only in concrete grade list"
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "",
      "material": "R.C.C. cast in situ M45",
      "count": null,
      "note": "grade listed; drainage spouts to be provided in deck slab"
    },
    {
      "name": "End cross girder",
      "tag": "",
      "shape": "",
      "material": "R.C.C. M45",
      "count": null,
      "note": ""
    },
    {
      "name": "Intermediate cross girder",
      "tag": "",
      "shape": "",
      "material": "R.C.C. M45",
      "count": null,
      "note": ""
    },
    {
      "name": "Bearing pedestal",
      "tag": "",
      "shape": "",
      "material": "concrete M50",
      "count": null,
      "note": "200mm pedestal referenced in note 16"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "",
      "material": "concrete M40",
      "count": null,
      "note": ""
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "concrete M30",
      "count": null,
      "note": ""
    },
    {
      "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 & pier",
      "tag": "",
      "shape": "",
      "material": "concrete M45",
      "count": null,
      "note": "abutment cap and pier cap cover values also listed"
    },
    {
      "name": "Pile foundation",
      "tag": "",
      "shape": "",
      "material": "concrete M35",
      "count": null,
      "note": "tentative working pile loads tabulated in note 18"
    },
    {
      "name": "Expansion joint (strip seal type)",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "as per MORTH specification"
    },
    {
      "name": "Bituminous concrete wearing course",
      "tag": "",
      "shape": "",
      "material": "bituminous concrete",
      "count": null,
      "note": "50mm thick, single layer"
    },
    {
      "name": "Drainage spout",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "in deck slab as per MORTH specification"
    },
    {
      "name": "Reinforcement bar",
      "tag": "",
      "shape": "",
      "material": "high yield strength deformed (TMT) Fe 550D to IS:1786",
      "count": null,
      "note": ""
    },
    {
      "name": "RE wall backfill / selected earth fill",
      "tag": "",
      "shape": "",
      "material": "selected earth fill",
      "count": null,
      "note": "properties specified in note 15"
    },
    {
      "name": "Gap slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "referenced in note 17, details on miscellaneous drawing"
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "400mm depth of bearing & pedestal assumed for piercap top level"
    }
  ],
  "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 – substructure, 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": "",
      "appliesTo": "Bituminous concrete wearing course"
    },
    {
      "label": "Backfill cohesion",
      "value": "C=0",
      "unit": "",
      "appliesTo": "RE wall backfill"
    },
    {
      "label": "Backfill angle of internal friction",
      "value": "Ø>32°",
      "unit": "",
      "appliesTo": "RE wall backfill"
    },
    {
      "label": "Backfill unit weight",
      "value": "γ=2",
      "unit": "T/m³",
      "appliesTo": "RE wall backfill"
    },
    {
      "label": "Depth of bearing & pedestal considered for piercap top level",
      "value": "400",
      "unit": "mm",
      "appliesTo": "Bearing pedestal / pier cap"
    },
    {
      "label": "Minimum bearing height threshold",
      "value": "200",
      "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"
    },
    {
      "label": "Seismic zone",
      "value": "III",
      "unit": "",
      "appliesTo": "Structure"
    },
    {
      "label": "Wind zone",
      "value": "IV",
      "unit": "",
      "appliesTo": "Structure"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.",
    "3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLASS A, ONE LANE CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R + ONE LANE OF 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED AS LIVE LOAD.",
    "5. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONENTS SHALL BE AS FOLLOWS:-  PSC PRECAST GIRDER -----------M50; R.C.C. CAST IN SITU DECK SLAB ----M45; R.C.C. END CROSS GIRDER ---- ---M45; R.C.C. INTERMEDIATE CROSS GIRDER --M45; BEARING PEDESTAL -------------M50; CRASH BARRIER ---------------M40; APPROACH SLAB --------------M30; LEVELLING COURSE ------------M15; DIRT WALL & SLAB ------------M35; ABUTMENT & PIER ------------M45; PILE FOUNDATION -------------M35",
    "6. CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS: FOUNDATION......75mm; SUBSTRUCTURE ABUTMENT & ABUTMENT CAP......45mm; PIER & PIER CAP......45mm; SUPERSTRUCTURE......45mm",
    "7. ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.",
    "8. STRIP SEAL TYE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.",
    "9. BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.",
    "10. FRL, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.",
    "11. DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.",
    "12. BACK FILLING MATERIAL BEHIND ABUTMENT SHALL BE WELL COMPACTED AS PER APPENDIX 6 OF IRC 78:2014 & M O R T H SPECIFICATION BEFORE RESTING THE SUPERSTRUCTURE.",
    "13. THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & 'SEVERE' EXPOSURE CONDITION.",
    "14. DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.",
    "15. THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, Ø>32°, γ=2T/m³",
    "16. THE PIERCAP TOP LEVEL HAS BEEN FIXED CONSIDERING 400mm DEPTH OF BRG. & PEDESTAL. IN CASE THE BEARING HEIGHT IS LESS THAN THAT OF 200mm THEN THE HEIGHT OF THE BEARING SHALL BE ADJUSTED IN 200mm PEDESTAL.",
    "17. FOR DIMENSION & REINFORCEMENT DETAILS OF APPROACH SLAB, GAP SLAB, CRASH BARRIER & DRAINAGE SPOUTS REFER MISCELLANEOUS DRG.",
    "18. TENTATIVE WORKING PILE LOAD AND SUBJECTED TO CHANGE AS PER DETAILED DESIGN:-",
    "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 general design notes block for a bridge, listing dimensional conventions, live load design cases (IRC Class A / 70R / SV), concrete grades for each structural component, clear cover requirements, reinforcement grade, wearing course and expansion joint specifications, seismic/wind zone and 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 cross-reference to miscellaneous drawings for approach slab, gap slab, crash barrier and drainage spout details. No graphical structural views are shown; a second small NOTES box at bottom right instructs the drawing be read with other sheets of the same drawing number."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Pier (RCC column pier)",
      "tag": "P1",
      "shape": "rectangular column, vertical",
      "material": "reinforced concrete",
      "count": 1,
      "note": "1500 wide as drawn; extends from pier cap down through ground line to pile cap"
    },
    {
      "name": "rectangular, two-tier (750 + 750) · ×1 · total depth 1500; width dimensioned 3640(SQ)/4203(SK)",
      "tag": "",
      "shape": "rectangular, two-tier (750 + 750)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "total depth 1500; width dimensioned 3640(SQ)/4203(SK)"
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "shown dashed (hidden/below ground); depth 1800, width 5100"
    },
    {
      "name": "circular · ×2 · 1200 dia, spaced 3600 c/c; shown broken off below pile cap",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "1200 dia, spaced 3600 c/c; shown broken off below pile cap"
    },
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "I-girder",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "labelled TYP.; girder ends on each side of pier, section depth 2650"
    },
    {
      "name": "flat slab · ×1 · 230 thick at edges; deck continuity noted over pier",
      "tag": "",
      "shape": "flat slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "230 thick at edges; deck continuity noted over pier"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "as drawn (profile not detailed in this section)",
      "material": "reinforced concrete",
      "count": null,
      "note": "labelled RCC CRASH BARRIER with leader to deck top"
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "",
      "shape": "rectangular in section",
      "material": "",
      "count": 2,
      "note": "labelled TYP.; one under each girder line on pier cap"
    },
    {
      "name": "Seismic stopper",
      "tag": "",
      "shape": "rectangular block (hatched)",
      "material": "reinforced concrete",
      "count": null,
      "note": "RCC SEISMIC STOPPER callout to hatched blocks on pier cap"
    },
    {
      "name": "Ground line / existing ground",
      "tag": "",
      "shape": "irregular line with hatching",
      "material": "",
      "count": 1,
      "note": "crossed by pier shaft"
    }
  ],
  "measurements": [
    {
      "label": "Offset from centre line of pier to C/L of bearing (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "bearing location, P1"
    },
    {
      "label": "Offset from centre line of pier to C/L of bearing (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "bearing location, P1"
    },
    {
      "label": "Deck slab thickness (left edge)",
      "value": "230",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Deck slab thickness (right edge)",
      "value": "230",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Girder depth / superstructure depth (left)",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "Girder depth / superstructure depth (right)",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "Gap between girder ends at pier (skew)",
      "value": "Pier shaft width (skew) = 1500(SK) — on RCC column pier",
      "unit": "",
      "appliesTo": "deck continuity / girder end gap"
    },
    {
      "label": "Pier cap total depth",
      "value": "1500",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "Pier cap upper tier depth",
      "value": "750",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "Pier cap lower tier 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": "Pier shaft width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "Pile cap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile cap edge overhang (left)",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile cap edge overhang (right)",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile spacing (centre to centre)",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "Pile cap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "Drawing 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.)",
    "DECK CONTINUITY"
  ],
  "labels": [
    "P1",
    "C OF BRG.",
    "RCC CRASH BARRIER",
    "FRL",
    "RCC SEISMIC STOPPER",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "SECTION B-B",
    "(SCALE 1:150)",
    "(SQ)",
    "(SK)"
  ],
  "description": "Transverse cross section (SECTION B-B, scale 1:150) through pier P1 of a PSC girder bridge, showing the full substructure from deck level down to the piles. It documents the deck slab with crash barrier and deck continuity over the pier, two precast PSC girders on pot-PTFE bearings with RCC seismic stoppers, a two-tier RCC pier cap, a 1500 wide RCC column pier crossing the ground line, and a dashed 1800 deep RCC pile cap 5100 wide founded on two 1200 dia bored cast-in-situ piles at 3600 centres. Girders are cut with break lines at both sides and the piles are shown broken off, so lengths/elevations are not given in this crop."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Pier (column pier)",
      "tag": "P1",
      "shape": "rectangular column, single shaft",
      "material": "reinforced concrete (RCC)",
      "count": 1,
      "note": "Labelled 'RCC COLUMN PIER'; pier tag P1 in circle at top of section"
    },
    {
      "name": "Pier cap · rectangular, two-tier (2 x 750 deep) · ×1 · Overall 1500 deep, width 3640(SQ)/4203(SK)",
      "tag": "",
      "shape": "rectangular, two-tier (2 x 750 deep)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Overall 1500 deep, width 3640(SQ)/4203(SK)"
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular (shown dashed/hidden)",
      "material": "reinforced concrete (RCC)",
      "count": 1,
      "note": "Labelled 'RCC PILECAP', drawn in dashed outline below ground line"
    },
    {
      "name": "Bored cast-in-situ pile · circular · cast-in-situ · ×2 · 1200 dia; only 2 visible in this section, further piles may exist off-section",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete, cast-in-situ",
      "count": 2,
      "note": "1200 dia; only 2 visible in this section, further piles may exist off-section"
    },
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "I-girder",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Labelled '(TYP.)'; shown cut with break lines each side of pier"
    },
    {
      "name": "Deck slab · flat slab · ×1 · 230 thick; deck continuity noted over pier",
      "tag": "",
      "shape": "flat slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "230 thick; deck continuity noted over pier"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "rectangular in this view",
      "material": "reinforced concrete (RCC)",
      "count": null,
      "note": "Labelled 'RCC CRASH BARRIER'; leader points to deck edge zone, barrier profile not fully drawn in crop"
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "",
      "shape": "rectangular in section",
      "material": "pot bearing with PTFE sliding surface",
      "count": 2,
      "note": "Labelled '(TYP.)', one under each girder line on pier cap"
    },
    {
      "name": "Seismic stopper",
      "tag": "",
      "shape": "rectangular blocks (hatched)",
      "material": "reinforced concrete (RCC)",
      "count": null,
      "note": "'RCC SEISMIC STOPPER' hatched block(s) on top of pier cap; individual count not clearly separable"
    },
    {
      "name": "Ground line / existing ground",
      "tag": "",
      "shape": "irregular line with hatch ticks",
      "material": "",
      "count": 1,
      "note": "Ground surface crossing pier shaft"
    }
  ],
  "measurements": [
    {
      "label": "Distance C/L of bearing to pier centreline (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "bearing layout, left side"
    },
    {
      "label": "Distance C/L of bearing to pier centreline (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "bearing layout, left side"
    },
    {
      "label": "Distance C/L of bearing to pier centreline (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "bearing layout, right side"
    },
    {
      "label": "Distance C/L of bearing to pier centreline (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "bearing layout, right side"
    },
    {
      "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 / superstructure depth below slab",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder (left)"
    },
    {
      "label": "Girder depth / superstructure depth below slab",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder (right)"
    },
    {
      "label": "Gap / width between girder ends (skew)",
      "value": "Seismic stopper width (skew) = 1500(SK) — on RCC seismic stopper",
      "unit": "",
      "appliesTo": "deck continuity zone over pier"
    },
    {
      "label": "Pier cap total depth",
      "value": "1500",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "Pier cap upper tier depth",
      "value": "750",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "Pier cap lower tier 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": "Pier shaft width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier P1"
    },
    {
      "label": "Pile cap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile cap edge overhang (left)",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap / pile edge distance"
    },
    {
      "label": "Pile spacing (centre to centre)",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "Pile cap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile cap edge overhang (right)",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap / pile edge distance"
    },
    {
      "label": "Pile diameter",
      "value": "1200 DIA",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "Dimension at right edge of crop (partial, unattached)",
      "value": "25",
      "unit": "",
      "appliesTo": "unclear – adjacent view cut off at crop edge"
    },
    {
      "label": "Drawing scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "FRL",
    "DECK CONTINUITY",
    "PRECAST PSC GIRDER (TYP.)",
    "RCC SEISMIC STOPPER",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "1200 DIA BORED CAST-IN-SITU PILES",
    "(SCALE 1:150)"
  ],
  "labels": [
    "P1",
    "C OF BRG.",
    "C OF BRG.",
    "SECTION B-B",
    "(SQ)",
    "(SK)"
  ],
  "description": "This crop is a transverse cross section (SECTION B-B, scale 1:150) through pier P1 of a bridge, showing the complete substructure from superstructure down to foundation. It documents the 230 thick deck slab with deck continuity over the pier, two precast PSC girders (2650 deep) on pot-PTFE bearings set 1170(SQ)/1350(SK) each side of the pier centreline, RCC seismic stoppers, a two-tier pier cap 1500 deep and 3640(SQ)/4203(SK) wide, a 1500 wide RCC column pier extending below ground level, and an 1800 deep RCC pile cap 5100 wide on 1200 dia bored cast-in-situ piles at 3600 centres with 750 edge distances. The right edge of the crop is cut, showing a partial '25' dimension and truncated text belonging to an adjacent view."
}

{
  "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": "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": "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 (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": "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": "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."
}