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Retaining Wall

2 pages · 13 crops · ×32 · substructure

Matched toRetaining Wallbridge.approach_earthwork_system.retaining_wallon “Retaining Wall”

1 derived · 6 not established
The class asks forValueHowFrom
LengthLwants m/mmnot establishedAll readings note the retaining/independent retaining wall only as a labelled element with no dimension lines attached to it; adjacent dimensions (e.g. 3500, 1500, 2850, 600 filter media) are explicitly tied to the abutment cap or filter media, not the wall itself.not found
Wall ThicknessT_wallwants m/mmnot establishedSection A-A shows the wall only as an outline behind the abutment backfill; the 600 THK dimension belongs to the filter media layer, not the wall thickness.not found
HeightHwants m/mmnot establishedThe wall is drawn as a plain vertical line behind the abutment with no height callout; nearby dimensions belong to other elements (abutment cap, deck).not found
Base WidthW_basewants m/mmnot establishedThe retaining wall is shown only as a rectangular strip label at the ends of the pile foundation blocks with no dimensioning of its own base.not found
ThicknessTwants m/mmnot establishedOnly the filter media (600 THK) behind the wall is dimensioned; the wall's own section thickness is not shown or labelled.not found
Instance CountNwants count2 countMultiple elevation/plan crops consistently show 'INDEPENDENT RETAINING WALL' / 'RET./TOE WALL' occurring once at each end of the bridge (near A1 and near A2), e.g. count:2 in bridge_superstructure_spans_p02_r02, full_bridge_elevation_with_abutments_pier_and_girders_p02_r01, and structural_drawings_pkg_1_..._p02_r02; the Key Plan inset also shows two separate 'RET./TOE WALL' callouts (site_key_plan crop, count:2).The item (independent retaining wall / RET./TOE WALL) is repeatedly depicted twice — once at each abutment end (A1 and A2) — across elevation, plan, and key-plan views, giving a consistent instance count of 2.derivedp2 · p02_r02p2 · p02_r01p1 · p01_r01 site key plan showing row and road alignment
Concrete Gradefcknot establishedConcrete grade notes in the readings (e.g., M15 for median wall, M50 for PSC girder in general notes) are explicitly attributed to other components; none is tied to the retaining/toe wall.not found

Worked out by anthropic/claude-sonnet-5 from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.

How the sheets named it

Independent retaining wallRetaining/Toe wallIndependent Retaining WallRetaining/Toe Wall (Key Plan)Toe wall / retaining wall (Key Plan)Retaining/Toe WallRetaining/toe wallRET./TOE WALLINDEPENDENT RETAINING WALL

Every dimension read for it1

  • 600Filter media thicknessp2 · p02_r01

Notes on the sheets that carry it

  • p1SHOWING FOUNDATION LEVEL
  • p1TO KHANDWA
  • p1ℂ OF EXP. JOINT
  • p1INDEPENDENT RETAINING WALL
  • p1MEDIAN WALL PCC M15
  • p1RET./ TOE WALL
  • p1New Construction (partial text under PROPOSAL in Key Plan table)
  • p1PROPOSAL: New Construction
  • p1STRUCTURE TYPE: MJBR
  • p1PROPOSED SPAN: 2X40m
  • p1SKEW: 30°
  • p1C OF EXP. JOINT
  • p1STRUCTURE CH: 64+412
  • p1PROPOSED CH: 64+412
  • p130° SKEW
  • p1CH.: 64+412
  • p1TO KHANDWA (direction arrow)
  • p1C OF EXP. JOINT (centerline of expansion joint)
  • p1PROPOSED SPAN: MJBR
  • p1...SHOWING FOUNDATION LEVEL (text partially cropped on left edge)
  • p1PROPOSED SPAN 2X40m (partial, table text)
  • p1SKEW 30° (table text)
  • p1PROPOSAL New Con... (text cut off, likely 'New Construction')
  • p1...URE TYPE MJB... (text cut off, likely 'STRUCTURE TYPE' and 'MJB' bridge type abbreviation)
  • p21. ALL DIMENSIONS ARE ... OTHERWISE SPECIFIED.
  • p22. DIMENSIONS ARE NOT FOLLOWED.
  • p23. THIS DRAWING SHALL ALIGNMENT DRAWINGS
  • p24. THE BRIDGE HAS PER... (text cut off)
  • p21. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN ... OTHERWISE SPECIFIED.
  • p22. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMEN... FOLLOWED.
  • p23. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESP... ALIGNMENT DRAWINGS.
  • p24. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLAS... CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R -... 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED
  • p25. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONEN... FOLLOWS:-
  • p22. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIM...FOLLOWED.
  • p23. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RES...ALIGNMENT DRAWINGS.
  • p24. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLA...CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R...70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED.
  • p25. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONE...FOLLOWS:-
  • p21. ALL DIMENSIONS ARE (text cut off, partial) OTHERWISE SPECIFIED.
  • p22. DIMENSIONS ARE N... (text cut off) FOLLOWED.
  • p23. THIS DRAWING SHAL... (text cut off) ALIGNMENT DRAWING... (text cut off)

Every crop it was read in — the drawing beside what the model took off it

Page 1

crop

p01_r08

page 1 · foundation_p01_r08
Original
p01_r08
{
  "view": "Plan",
  "objects": [
    {
      "name": "Pile cap / foundation raft",
      "tag": "A1",
      "shape": "skewed rectangular (parallelogram)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Two mirrored skewed pile foundation groups shown, separated by a median wall; likely abutment/pier foundations at a skewed crossing."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Piles shown as circles arranged in a grid pattern within each skewed foundation outline; exact count not reliably countable from the crop due to overlapping skew lines."
    },
    {
      "name": "Median wall",
      "tag": "",
      "shape": "trapezoidal strip",
      "material": "PCC M15",
      "count": 1,
      "note": "Located between the two pile foundation groups, labelled 'MEDIAN WALL PCC M15'."
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One at the top-right end of the upper foundation and one at the bottom-right end of the lower foundation."
    },
    {
      "name": "Retaining/Toe wall",
      "tag": "RET./TOE WALL",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Shown only in the Key Plan inset, not detailed in this crop."
    },
    {
      "name": "Borehole location marker",
      "tag": "",
      "shape": "symbol (crosshair circle)",
      "material": "",
      "count": null,
      "note": "Appears only in the Legend box; represents borehole locations elsewhere on the sheet."
    }
  ],
  "measurements": [
    {
      "label": "Edge offset",
      "value": "775",
      "unit": "mm",
      "appliesTo": "upper foundation, top edge"
    },
    {
      "label": "Pile row spacing",
      "value": "3750",
      "unit": "mm",
      "appliesTo": "upper foundation, 4 intervals"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "mm",
      "appliesTo": "upper foundation"
    },
    {
      "label": "Edge offset",
      "value": "775",
      "unit": "mm",
      "appliesTo": "between upper and lower foundation groups"
    },
    {
      "label": "Edge offset",
      "value": "775",
      "unit": "mm",
      "appliesTo": "lower foundation, near median wall"
    },
    {
      "label": "Pile row spacing",
      "value": "3750",
      "unit": "mm",
      "appliesTo": "lower foundation, 4 intervals"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "mm",
      "appliesTo": "lower foundation"
    },
    {
      "label": "Edge offset",
      "value": "775",
      "unit": "mm",
      "appliesTo": "lower foundation, bottom edge"
    },
    {
      "label": "Chainage",
      "value": "64+400",
      "unit": "",
      "appliesTo": "Key Plan location marker"
    },
    {
      "label": "Proposed span",
      "value": "2X40m",
      "unit": "m",
      "appliesTo": "structure (from Key Plan data table)"
    },
    {
      "label": "Skew",
      "value": "30",
      "unit": "deg (assumed, marked as 30°)",
      "appliesTo": "structure (from Key Plan data table)"
    },
    {
      "label": "Scale",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "Key Plan"
    }
  ],
  "notes": [
    "SHOWING FOUNDATION LEVEL",
    "TO KHANDWA",
    "ℂ OF EXP. JOINT",
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "RET./ TOE WALL",
    "New Construction (partial text under PROPOSAL in Key Plan table)"
  ],
  "labels": [
    "A1",
    "KEY PLAN",
    "(SCALE 1:2000)",
    "ROW",
    "LEGEND:",
    "BOREHOLE LOCA... (partial, likely 'BOREHOLE LOCATION')",
    "STRUCTURE TYPE",
    "PROPOSED SPAN",
    "SKEW",
    "PROPOSAL",
    "Shipra River",
    "64+400"
  ],
  "description": "This crop shows a foundation/pile layout plan for a skewed bridge substructure, depicting two mirrored groups of circular piles arranged in a grid within skewed foundation outlines, separated by a PCC M15 median wall and flanked by independent retaining walls, with dimensions of pile spacing (3750 mm) and edge offsets (775 mm) and an overall width of 16550 mm per group. An inset Key Plan (scale 1:2000) in the upper right shows the site layout near chainage 64+400 by the Shipra River, right-of-way (ROW) lines, a retaining/toe wall callout, and a partial structure data table listing proposed span (2X40m) and skew (30°). A partial Legend box at bottom right references a borehole location symbol."
}

p01_r08Plan

  • Independent retaining wall×2rectangularOne at the top-right end of the upper foundation and one at the bottom-right end of the lower foundation.
  • Retaining/Toe wallRET./TOE WALL×1Shown only in the Key Plan inset, not detailed in this crop.

775 mm Edge offset3750 mm Pile row spacing16550 mm Total width775 mm Edge offset775 mm Edge offset3750 mm Pile row spacing16550 mm Total width775 mm Edge offset+4 more

crop

p01_r02

page 1 · pier_abutment_foundation_retaining_wall_p01_r02
Original
p01_r02
{
  "view": "Plan",
  "objects": [
    {
      "name": "Foundation piles/borehole grid pattern (circular marks in skewed plan)",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Rows of circles shown within the skewed deck/foundation plan bays, spacing labeled 3750 between rows; likely pile or borehole locations, unclear which without more context"
    },
    {
      "name": "Independent Retaining Wall",
      "tag": "",
      "shape": "rectangular/linear",
      "material": "",
      "count": 2,
      "note": "Labeled at the upper right edge of both skewed foundation-level plan panels"
    },
    {
      "name": "Median Wall",
      "tag": "",
      "shape": "rectangular/linear",
      "material": "PCC M15 (Plain Cement Concrete)",
      "count": 1,
      "note": "Located between the two foundation-level plan panels, at the median gap"
    },
    {
      "name": "Expansion Joint (centerline marker)",
      "tag": "A1",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Marked as centerline of expansion joint at top of deck-level plan"
    },
    {
      "name": "Retaining/Toe Wall (Key Plan)",
      "tag": "RET./TOE WALL",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Shown twice in Key Plan along the roadway alignment"
    },
    {
      "name": "Road/Right-of-Way boundary lines",
      "tag": "ROW",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Multiple ROW labels along the alignment in Key Plan"
    },
    {
      "name": "Borehole location markers",
      "tag": "",
      "shape": "circular with cross",
      "material": "",
      "count": null,
      "note": "Legend symbol defined; actual locations not clearly counted in this crop"
    }
  ],
  "measurements": [
    {
      "label": "Overall length (square)",
      "value": "40000",
      "unit": "",
      "appliesTo": "deck plan, SQ dimension"
    },
    {
      "label": "Overall length (skew)",
      "value": "46189",
      "unit": "",
      "appliesTo": "deck plan, SK dimension"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "degrees",
      "appliesTo": "bridge skew"
    },
    {
      "label": "Bay spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "deck level plan, repeated 4 times"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "",
      "appliesTo": "deck level plan, overall transverse dimension"
    },
    {
      "label": "Edge dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck level plan, edge strip"
    },
    {
      "label": "Typical spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "deck plan, marked TYP."
    },
    {
      "label": "Bay spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "foundation level plan, repeated 4 times per panel"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "",
      "appliesTo": "foundation level plan, overall transverse dimension"
    },
    {
      "label": "Edge dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "foundation level plan, edge strip, repeated 2 times per panel"
    },
    {
      "label": "Scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "Half Plan Showing Deck Level / Foundation Level"
    },
    {
      "label": "Scale",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "Key Plan"
    },
    {
      "label": "Proposed Chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "Key Plan data box"
    },
    {
      "label": "Structure Type",
      "value": "MJBR",
      "unit": "",
      "appliesTo": "Key Plan data box"
    },
    {
      "label": "Skew",
      "value": "30",
      "unit": "degrees",
      "appliesTo": "Key Plan data box"
    },
    {
      "label": "Proposed Span",
      "value": "2X40m",
      "unit": "",
      "appliesTo": "Key Plan data box"
    },
    {
      "label": "Chainage marker",
      "value": "64+400",
      "unit": "",
      "appliesTo": "Key Plan"
    },
    {
      "label": "Chainage marker",
      "value": "64+500",
      "unit": "",
      "appliesTo": "Key Plan"
    }
  ],
  "notes": [
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "TO KHANDWA",
    "PROPOSAL: New Construction",
    "STRUCTURE TYPE: MJBR",
    "PROPOSED SPAN: 2X40m",
    "SKEW: 30°"
  ],
  "labels": [
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "KEY PLAN",
    "LEGEND",
    "ROW",
    "RET./TOE WALL",
    "C OF EXP. JOINT",
    "A1"
  ],
  "description": "This crop shows two half-plan views of a skewed bridge deck (upper) and its foundation level (lower), both at scale 1:300, alongside a small-scale Key Plan (1:2000) locating the structure along a road alignment near a river crossing with ROW and retaining/toe wall annotations. A legend at bottom right defines abbreviations for RCC, PCC, ground level, centerline, foundation, and cap top levels. Dimensions given include overall skewed length, bay spacings, and edge strips for both deck and foundation plans, along with a proposed 2x40m span structure at chainage 64+412 with a 30° skew."
}

p01_r02Plan

  • Independent Retaining Wall×2rectangular/linearLabeled at the upper right edge of both skewed foundation-level plan panels
  • Retaining/Toe Wall (Key Plan)RET./TOE WALL×2linearShown twice in Key Plan along the roadway alignment

40000 Overall length (square)46189 Overall length (skew)30 degrees Skew angle3500 Bay spacing16550 Total width1275 Edge dimension5000 Typical spacing3750 Bay spacing+10 more

crop

p01_r07

page 1 · pier_and_abutment_foundations_p01_r07
Original
p01_r07
{
  "view": "Plan",
  "objects": [
    {
      "name": "Pile foundation (piles shown in plan, skewed grid)",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Shown as circles in a skewed grid pattern under two half-plan panels labelled foundation level"
    },
    {
      "name": "Retaining wall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Labelled 'INDEPENDENT RETAINING WALL', one at top and one at bottom of the skewed panels"
    },
    {
      "name": "Median wall",
      "tag": "",
      "shape": "rectangular (narrow strip)",
      "material": "PCC M15",
      "count": 1,
      "note": "Located between the two skewed deck/foundation panels, labelled 'MEDIAN WALL PCC M15'"
    },
    {
      "name": "Expansion joint centerline marker",
      "tag": "A1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labelled 'C OF EXP. JOINT' with circled tag A1"
    },
    {
      "name": "Bearing/pile cap markers (small squares in lower left partial view)",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Small square markers along the edge of the lower-left partial skewed panel, possibly bearing or joint locations"
    },
    {
      "name": "Direction sign/callout",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Arrow with text 'TO KHANDWA'"
    },
    {
      "name": "Key Plan roadway alignment",
      "tag": "",
      "shape": "linear/curved",
      "material": "",
      "count": 1,
      "note": "Shown in separate Key Plan inset at top right, showing road, river (Sipra River), ROW lines, drain, and RET./TOE WALL"
    },
    {
      "name": "Toe wall / retaining wall (Key Plan)",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labelled 'RET./TOE WALL' in Key Plan inset"
    }
  ],
  "measurements": [
    {
      "label": "Overall length (square)",
      "value": "40000",
      "unit": "",
      "appliesTo": "Bridge/structure plan"
    },
    {
      "label": "Overall length (skew)",
      "value": "46189",
      "unit": "",
      "appliesTo": "Bridge/structure plan"
    },
    {
      "label": "Edge dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "Panel edge, top left"
    },
    {
      "label": "Edge dimension",
      "value": "3500",
      "unit": "",
      "appliesTo": "Repeated segment, left side vertical dimension chain (5 times)"
    },
    {
      "label": "Cumulative dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "Left vertical dimension chain, foundation panel"
    },
    {
      "label": "Edge dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Top edge of upper skewed panel"
    },
    {
      "label": "Repeated segment",
      "value": "3750",
      "unit": "",
      "appliesTo": "Upper skewed panel, vertical dimension chain (4 times)"
    },
    {
      "label": "Cumulative dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "Upper skewed panel vertical total"
    },
    {
      "label": "Edge dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Bottom edge of upper skewed panel / top edge of lower skewed panel"
    },
    {
      "label": "Repeated segment",
      "value": "3750",
      "unit": "",
      "appliesTo": "Lower skewed panel, vertical dimension chain (4 times)"
    },
    {
      "label": "Cumulative dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "Lower skewed panel vertical total"
    },
    {
      "label": "Edge dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Bottom edge of lower skewed panel"
    },
    {
      "label": "Edge dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "Bottom left partial panel edge"
    },
    {
      "label": "Repeated segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "Lower left partial panel vertical dimension chain (4 times)"
    },
    {
      "label": "Cumulative dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "Lower left partial panel vertical total"
    },
    {
      "label": "Scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "Half plan showing foundation level"
    },
    {
      "label": "Scale",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "Key Plan"
    },
    {
      "label": "Structure chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "Title block / structure CH"
    },
    {
      "label": "Proposed span",
      "value": "2X40m",
      "unit": "m",
      "appliesTo": "Title block / proposed span"
    },
    {
      "label": "Skew",
      "value": "30°",
      "unit": "",
      "appliesTo": "Title block / skew"
    },
    {
      "label": "Chainage marker",
      "value": "64+400",
      "unit": "",
      "appliesTo": "Key Plan alignment"
    },
    {
      "label": "Chainage marker",
      "value": "64+500",
      "unit": "",
      "appliesTo": "Key Plan alignment"
    }
  ],
  "notes": [
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "C OF EXP. JOINT",
    "TO KHANDWA",
    "PROPOSED SPAN 2X40m",
    "SKEW 30°",
    "PROPOSAL New Construction",
    "STRUCTURE TYPE MJBR",
    "STRUCTURE CH: 64+412"
  ],
  "labels": [
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)",
    "KEY PLAN",
    "(SCALE 1:2000)",
    "RET./TOE WALL",
    "ROW",
    "A1",
    "ING DECK LEVEL"
  ],
  "description": "This crop shows a partial site/foundation plan for a bridge structure, specifically a 'half plan showing foundation level' at scale 1:300 with skewed dimension grids (16550 total, subdivided into 3750/3500 segments) indicating pile locations, flanked by independent retaining walls and a median wall (PCC M15) between two carriageway panels. An inset 'Key Plan' at scale 1:2000 in the upper right shows the roadway alignment near chainage 64+400 to 64+500 crossing what appears to be the Sipra River, with ROW (right-of-way) lines and a retaining/toe wall, alongside a partial title block giving structure chainage 64+412, proposed span 2x40m, skew 30°, and proposal type 'New Construction'."
}

p01_r07Plan

  • Retaining wall×2rectangularLabelled 'INDEPENDENT RETAINING WALL', one at top and one at bottom of the skewed panels
  • Toe wall / retaining wall (Key Plan)×1Labelled 'RET./TOE WALL' in Key Plan inset

40000 Overall length (square)46189 Overall length (skew)1275 Edge dimension3500 Edge dimension16550 Cumulative dimension775 Edge dimension3750 Repeated segment16550 Cumulative dimension+14 more

crop

p01_r01 site key plan showing row and road alignment

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r01_site_key_plan_showing_row_and_road_alignment
Original
p01_r01 site key plan showing row and road alignment
{
  "view": "Plan",
  "objects": [
    {
      "name": "Roadway/Highway alignment",
      "tag": "",
      "shape": "linear, curved",
      "material": "",
      "count": 1,
      "note": "Runs diagonally across crop, connecting Dewas and Khandwa directions, crossing a river/nala shown by hatched area"
    },
    {
      "name": "Bridge/Structure (proposed)",
      "tag": "",
      "shape": "rectangular hatched zone",
      "material": "",
      "count": 1,
      "note": "Cross-hatched trapezoidal area over Shipra River indicating the proposed structure location per key plan table"
    },
    {
      "name": "Retaining/Toe Wall",
      "tag": "RET./TOE WALL",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Two callouts labeled 'RET./TOE WALL' on either side of the alignment"
    },
    {
      "name": "Right of Way boundary",
      "tag": "ROW",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Multiple ROW lines/labels bounding the corridor on both sides"
    },
    {
      "name": "Earthen Drain",
      "tag": "",
      "shape": "linear, sinuous",
      "material": "",
      "count": 1,
      "note": "Labeled 'Earthen Drain' near structure area"
    },
    {
      "name": "Utility Pipe/Duct",
      "tag": "",
      "shape": "circular (in plan, linear run)",
      "material": "",
      "count": 1,
      "note": "Text reads 'UTILITY DUCT / RCC PIPE (0.6m DIA)' running parallel to road near CH 64+500"
    },
    {
      "name": "River (Shipra River)",
      "tag": "",
      "shape": "irregular natural watercourse",
      "material": "",
      "count": 1,
      "note": "Labeled 'Shipra River' crossing under proposed structure"
    }
  ],
  "measurements": [
    {
      "label": "Proposed CH",
      "value": "64+412",
      "unit": "",
      "appliesTo": "Structure"
    },
    {
      "label": "Structure Type",
      "value": "MJBR",
      "unit": "",
      "appliesTo": "Structure"
    },
    {
      "label": "Proposed Span",
      "value": "2X40m",
      "unit": "m",
      "appliesTo": "Structure"
    },
    {
      "label": "Skew",
      "value": "30",
      "unit": "degrees",
      "appliesTo": "Structure"
    },
    {
      "label": "Proposal",
      "value": "New Construction",
      "unit": "",
      "appliesTo": "Structure"
    },
    {
      "label": "Chainage marker",
      "value": "64+400",
      "unit": "",
      "appliesTo": "Roadway alignment"
    },
    {
      "label": "Chainage marker",
      "value": "64+500",
      "unit": "",
      "appliesTo": "Roadway alignment"
    },
    {
      "label": "Utility duct/pipe diameter",
      "value": "0.6",
      "unit": "m",
      "appliesTo": "Utility Duct/RCC Pipe"
    },
    {
      "label": "Scale",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "Key Plan drawing scale"
    }
  ],
  "notes": [
    "PROPOSED CH: 64+412",
    "STRUCTURE TYPE MJBR",
    "PROPOSED SPAN 2X40m",
    "SKEW 30°",
    "PROPOSAL New Construction"
  ],
  "labels": [
    "KEY PLAN",
    "(SCALE 1:2000)",
    "TO DEWAS",
    "TO KHANDWA",
    "ROW",
    "RET./ TOE WALL",
    "Shipra River",
    "Earthen Drain",
    "Agriculture Land",
    "N",
    "S",
    "E",
    "W",
    "64+400",
    "64+500"
  ],
  "description": "This is a Key Plan (scale 1:2000) showing the general layout of a proposed road/bridge crossing over the Shipra River, with chainages from approximately 64+400 to 64+500. It indicates the ROW boundaries, retaining/toe walls, an earthen drain, a utility duct/RCC pipe of 0.6m diameter, and a summary table giving the proposed structure's chainage (64+412), type (MJBR), span (2x40m), skew (30°), and proposal status (New Construction). The crop is an orientation/index drawing rather than a detailed structural plan."
}

p01_r01 site key plan showing row and road alignmentPlan

  • Retaining/Toe WallRET./TOE WALL×2linearTwo callouts labeled 'RET./TOE WALL' on either side of the alignment

64+412 Proposed CHMJBR Structure Type2X40m m Proposed Span30 degrees SkewNew Construction Proposal64+400 Chainage marker64+500 Chainage marker0.6 m Utility duct/pipe diameter+1 more

crop

p01_r02 half plan showing foundation level

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r02_half_plan_showing_foundation_level
Original
p01_r02 half plan showing foundation level
{
  "view": "Plan",
  "objects": [
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular, skewed",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in half plan showing deck level; girder lines and borehole-like circles indicating beam/bearing positions"
    },
    {
      "name": "Foundation/pile cap layout",
      "tag": "",
      "shape": "rectangular, skewed",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in half plan showing foundation level with circular marks likely representing piles"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Represented as circles in grid pattern within foundation-level half plan"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Marked as C of Exp. Joint at A1 gridline"
    },
    {
      "name": "Median wall",
      "tag": "",
      "shape": "rectangular",
      "material": "PCC M15",
      "count": 1,
      "note": "Located between the two half plans"
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Labeled at both ends of deck-level half plan"
    },
    {
      "name": "Retaining/Toe wall",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown in key plan as RET./TOE WALL labels"
    },
    {
      "name": "Earthen drain",
      "tag": "",
      "shape": "linear",
      "material": "earth",
      "count": 1,
      "note": "Shown in key plan near river crossing"
    },
    {
      "name": "Road/carriageway",
      "tag": "TO KHANDWA",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Direction arrow labeled TO KHANDWA in both plan and key plan"
    },
    {
      "name": "River (Sipra River)",
      "tag": "",
      "shape": "natural watercourse",
      "material": "",
      "count": 1,
      "note": "Shown crossing the alignment in key plan"
    },
    {
      "name": "Borehole location marker",
      "tag": "",
      "shape": "circular with cross",
      "material": "",
      "count": null,
      "note": "Legend symbol; also may appear at other locations not fully visible in this crop"
    }
  ],
  "measurements": [
    {
      "label": "Overall length square",
      "value": "40000",
      "unit": "",
      "appliesTo": "Deck level half plan (SQ)"
    },
    {
      "label": "Overall length skew",
      "value": "46189",
      "unit": "",
      "appliesTo": "Deck level half plan (SK)"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "°",
      "appliesTo": "Bridge skew"
    },
    {
      "label": "Span width dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "Deck level half plan edge"
    },
    {
      "label": "Span width dimension",
      "value": "3500",
      "unit": "",
      "appliesTo": "Deck level half plan girder spacing (x4)"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Deck level half plan"
    },
    {
      "label": "Edge dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "Deck level half plan"
    },
    {
      "label": "Spacing dimension",
      "value": "3750",
      "unit": "",
      "appliesTo": "Foundation level half plan (x4, both sides)"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Foundation level half plan (both halves)"
    },
    {
      "label": "Edge dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Foundation level half plan edges"
    },
    {
      "label": "Typical spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "TYP. spacing in deck plan"
    },
    {
      "label": "Chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "Structure location (CH.)"
    },
    {
      "label": "Chainage marker",
      "value": "64+400",
      "unit": "",
      "appliesTo": "Key plan"
    },
    {
      "label": "Chainage marker",
      "value": "64+500",
      "unit": "",
      "appliesTo": "Key plan"
    },
    {
      "label": "Proposed span",
      "value": "2X40m",
      "unit": "m",
      "appliesTo": "Proposed structure span"
    },
    {
      "label": "Scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "Half plan showing deck/foundation level"
    },
    {
      "label": "Scale",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "Key plan"
    }
  ],
  "notes": [
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "TO KHANDWA",
    "℄ OF EXP. JOINT",
    "30° SKEW",
    "STRUCTURE TYPE: MJBR",
    "SKEW: 30°",
    "PROPOSAL: New Construction",
    "PROPOSED SPAN: 2X40m",
    "CH.: 64+412"
  ],
  "labels": [
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)",
    "KEY PLAN",
    "(SCALE 1:2000)",
    "LEGEND :",
    "BOREHOLE LOCATION",
    "RCC - REINFORCED CEMENT CONCRETE",
    "PCC - PLAIN CEMENT CONCRETE",
    "GL - GROUND LEVEL",
    "℄ - CENTER LINE",
    "FDN - FOUNDATION",
    "LVL - LEVEL",
    "ACTL - ABUTMENT CAP TOP LEVEL",
    "PCTL - PIER CAP TOP LEVEL",
    "ROW",
    "RET./TOE WALL",
    "Sipra River",
    "Earthen Drain",
    "Agriculture Land",
    "A1"
  ],
  "description": "This crop shows two half-plan views of a bridge structure at deck level and foundation level, with detailed skewed dimensions (30° skew, 16550mm width, various 3500/3750mm spacings) indicating girder and pile/foundation layout, along with a median wall and independent retaining walls at both approaches. To the right is a key plan (1:2000) showing the bridge's location crossing the Sipra River near chainage 64+400 to 64+500, flanked by ROW lines, retaining/toe walls, and an earthen drain, with a title block fragment indicating structure type MJBR, proposed span 2X40m, and new construction proposal. A legend defining abbreviations (RCC, PCC, GL, FDN, LVL, ACTL, PCTL) and borehole location symbol is also included at bottom right."
}

p01_r02 half plan showing foundation levelPlan

  • Independent retaining wall×2linearLabeled at both ends of deck-level half plan
  • Retaining/Toe wall×2Shown in key plan as RET./TOE WALL labels

40000 Overall length square46189 Overall length skew30 ° Skew angle1275 Span width dimension3500 Span width dimension16550 Total width1275 Edge dimension3750 Spacing dimension+9 more

crop

p01_r07 half plan showing foundation level

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r07_half_plan_showing_foundation_level
Original
p01_r07 half plan showing foundation level
{
  "view": "Plan",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "skewed rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked at centerline of expansion joint, skew abutment plan"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 40,
      "note": "Shown as circles in foundation half-plans, arranged in grid rows of 5 across two skewed foundation blocks"
    },
    {
      "name": "Independent Retaining Wall",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 2,
      "note": "Called out at both ends of the foundation plans"
    },
    {
      "name": "Median Wall",
      "tag": "",
      "shape": "rectangular strip",
      "material": "PCC M15",
      "count": 1,
      "note": "Located between the two skewed foundation blocks"
    },
    {
      "name": "Retaining/Toe Wall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Shown in key plan"
    },
    {
      "name": "Bridge/Road alignment",
      "tag": "",
      "shape": "linear strip",
      "material": "",
      "count": 1,
      "note": "Shown crossing river in key plan, hatched deck area"
    },
    {
      "name": "Bearing/Support markers",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": 4,
      "note": "Small square symbols on deck-level half plan at left, likely bearing positions"
    }
  ],
  "measurements": [
    {
      "label": "Overall length (square)",
      "value": "40000",
      "unit": "",
      "appliesTo": "Bridge/Abutment plan"
    },
    {
      "label": "Overall length (skew)",
      "value": "46189",
      "unit": "",
      "appliesTo": "Bridge/Abutment plan"
    },
    {
      "label": "Transverse dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Foundation plan edge strip"
    },
    {
      "label": "Bay spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "Foundation plan pile bay, repeated 4 times per block"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Foundation plan block width"
    },
    {
      "label": "Transverse dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "Deck level half plan edge strip"
    },
    {
      "label": "Bay spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "Deck level half plan bay, repeated 4 times"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Deck level half plan block width"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "°",
      "appliesTo": "Bridge structure (from key plan data table)"
    },
    {
      "label": "Proposed span",
      "value": "2X40m",
      "unit": "",
      "appliesTo": "Structure (from key plan data table)"
    },
    {
      "label": "Chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "Structure location"
    },
    {
      "label": "Chainage marker",
      "value": "64+400",
      "unit": "",
      "appliesTo": "Key plan"
    },
    {
      "label": "Chainage marker",
      "value": "64+500",
      "unit": "",
      "appliesTo": "Key plan"
    }
  ],
  "notes": [
    "TO KHANDWA (direction arrow)",
    "C OF EXP. JOINT (centerline of expansion joint)",
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "RET./TOE WALL",
    "PROPOSED SPAN: MJBR",
    "PROPOSAL: New Construction",
    "SKEW: 30°"
  ],
  "labels": [
    "HALF PLAN SHOWING FOUNDATION LEVEL (SCALE 1:300)",
    "...NG DECK LEVEL (partial label, likely 'HALF PLAN SHOWING DECK LEVEL')",
    "KEY PLAN (SCALE 1:2000)",
    "ROW",
    "Shipra River",
    "Agricultur... (partial)",
    "en Drain (partial)"
  ],
  "description": "This crop shows two half-plan drawings of a skewed bridge foundation and deck, including pile layouts, abutment A1, retaining walls, and a median wall, alongside a small key plan (scale 1:2000) locating the structure relative to the Shipra River, road alignment, and chainage markers 64+400 and 64+500. A partial data table in the upper right lists structure type, skew, proposed span, and chainage 64+412. The drawing documents the bridge's substructure geometry and its site context rather than superstructure details."
}

p01_r07 half plan showing foundation levelPlan

  • Independent Retaining Wall×2rectangularconcreteCalled out at both ends of the foundation plans
  • Retaining/Toe Wall×1linearShown in key plan

40000 Overall length (square)46189 Overall length (skew)775 Transverse dimension3750 Bay spacing16550 Total width1275 Transverse dimension3500 Bay spacing16550 Total width+5 more

crop

p01_r08 half plan of pier and abutment foundations

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r08_half_plan_of_pier_and_abutment_foundations
Original
p01_r08 half plan of pier and abutment foundations
{
  "view": "Plan",
  "objects": [
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 40,
      "note": "shown as circles arranged in a grid within a skewed foundation outline, appears twice (two separate foundation groups) - count is approximate total visible circles across both groups"
    },
    {
      "name": "Foundation/pile cap outline",
      "tag": "",
      "shape": "trapezoidal/skewed rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "two skewed foundation plan outlines, upper and lower, likely representing two separate substructure units (e.g., abutment or pier foundations) separated by a median wall"
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "rectangular (linear wall in plan)",
      "material": "",
      "count": 2,
      "note": "labeled adjacent to both foundation outlines, at opposite ends"
    },
    {
      "name": "Median wall",
      "tag": "",
      "shape": "rectangular strip",
      "material": "PCC M15",
      "count": 1,
      "note": "located between the two foundation groups, hatched in plan"
    },
    {
      "name": "Retaining/toe wall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "shown only in key plan inset, labeled 'RET./TOE WALL'"
    },
    {
      "name": "Borehole location marker",
      "tag": "",
      "shape": "circular with crosshair symbol",
      "material": "",
      "count": null,
      "note": "shown only in legend, symbol definition, not counted as actual boreholes in this crop"
    }
  ],
  "measurements": [
    {
      "label": "Offset from centerline to first pile row",
      "value": "775",
      "unit": "",
      "appliesTo": "upper foundation outline"
    },
    {
      "label": "Pile row spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "upper foundation outline (repeated 4 times)"
    },
    {
      "label": "Total width dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "upper foundation outline"
    },
    {
      "label": "Offset from centerline to first pile row",
      "value": "775",
      "unit": "",
      "appliesTo": "lower foundation outline"
    },
    {
      "label": "Offset near median wall",
      "value": "775",
      "unit": "",
      "appliesTo": "lower foundation outline"
    },
    {
      "label": "Pile row spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "lower foundation outline (repeated 4 times)"
    },
    {
      "label": "Total width dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "lower foundation outline"
    },
    {
      "label": "Chainage marker",
      "value": "64+400",
      "unit": "",
      "appliesTo": "key plan"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "degrees",
      "appliesTo": "key plan table, structure"
    },
    {
      "label": "Proposed span",
      "value": "2X40",
      "unit": "m (partial, unit inferred from 'm' text)",
      "appliesTo": "key plan table, structure"
    },
    {
      "label": "Scale of key plan",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "Key Plan"
    }
  ],
  "notes": [
    "C OF EXP. JOINT",
    "TO KHANDWA",
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "RET./TOE WALL",
    "...SHOWING FOUNDATION LEVEL (text partially cropped on left edge)",
    "PROPOSED SPAN 2X40m (partial, table text)",
    "SKEW 30° (table text)",
    "PROPOSAL New Con... (text cut off, likely 'New Construction')",
    "...URE TYPE MJB... (text cut off, likely 'STRUCTURE TYPE' and 'MJB' bridge type abbreviation)"
  ],
  "labels": [
    "A1",
    "KEY PLAN",
    "(SCALE 1:2000)",
    "LEGEND :",
    "BOREHOLE LOC... (partial, likely 'BOREHOLE LOCATION')",
    "ROW",
    "Shipra River",
    "64+400"
  ],
  "description": "This crop shows a foundation-level plan of a bridge substructure, presenting two skewed rectangular pile grid layouts (each with rows of circular piles spaced at 3750 units, offset 775 from the group edges, and an overall width of 16550), separated by a median wall in PCC M15, with independent retaining walls noted at each end. An inset key plan (scale 1:2000) in the upper right shows the bridge's location relative to the Shipra River, ROW lines, chainage 64+400, and a partial structure data table listing skew angle 30° and proposed span 2x40m. A partial legend at the bottom right defines a borehole location symbol."
}

p01_r08 half plan of pier and abutment foundationsPlan

  • Independent retaining wall×2rectangular (linear wall in plan)labeled adjacent to both foundation outlines, at opposite ends
  • Retaining/toe wall×1linearshown only in key plan inset, labeled 'RET./TOE WALL'

775 Offset from centerline to first pile row3750 Pile row spacing16550 Total width dimension775 Offset from centerline to first pile row775 Offset near median wall3750 Pile row spacing16550 Total width dimension64+400 Chainage marker+3 more

Page 2

crop

p02_r11

page 2 · abutment_and_approach_slab_p02_r11
Original
p02_r11
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A2",
      "shape": "rectangular with sloped backfill face",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked by circled tag 'A2' at top; centerline of bearing (₽ OF BRG.) and centerline of expansion joint (₽ OF EXP. JOINT) shown at abutment"
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular tapered/stepped",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Slab at top left with 1500 and 2850 sub-dimensions, adjacent to abutment cap"
    },
    {
      "name": "Bearing",
      "tag": "POT-PTFE BEARING (TYP.)",
      "shape": "rectangular block",
      "material": "not stated (typical elastomeric/PTFE bearing)",
      "count": 1,
      "note": "Located under girder seat, called out as typical"
    },
    {
      "name": "Seismic stopper",
      "tag": "RCC SEISMIC STOPPER",
      "shape": "rectangular block",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Adjacent to bearing"
    },
    {
      "name": "Bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 4,
      "note": "Shown in dashed outline below abutment footing, spaced at 3600 c/c with 750 end offsets"
    },
    {
      "name": "Retaining wall",
      "tag": "INDEPENDENT RETAINING WALL",
      "shape": "vertical wall",
      "material": "not stated (likely reinforced concrete)",
      "count": 1,
      "note": "Shown as vertical line with dashed extent behind abutment"
    },
    {
      "name": "Stone pitching",
      "tag": "STONE PITCHING",
      "shape": "sloped surface layer",
      "material": "stone",
      "count": 1,
      "note": "Applied on sloped embankment face behind abutment"
    },
    {
      "name": "Filter media layer",
      "tag": "600 THK. FILTER MEDIA",
      "shape": "layer, hatched",
      "material": "granular filter material",
      "count": 1,
      "note": "Shown as hatched band along slope, 600 thick"
    },
    {
      "name": "Embankment/backfill",
      "tag": "",
      "shape": "sloped fill",
      "material": "earth/granular fill (hatched)",
      "count": 1,
      "note": "Sloped fill behind abutment with circular aggregate symbol"
    }
  ],
  "measurements": [
    {
      "label": "",
      "value": "1070",
      "unit": "",
      "appliesTo": "distance from ₽ of BRG to face, SQ (square) dimension"
    },
    {
      "label": "",
      "value": "1236",
      "unit": "",
      "appliesTo": "same location, SK (skew) dimension"
    },
    {
      "label": "EXP.GAP",
      "value": "80",
      "unit": "",
      "appliesTo": "expansion gap, SQ"
    },
    {
      "label": "EXP.GAP",
      "value": "92",
      "unit": "",
      "appliesTo": "expansion gap, SK"
    },
    {
      "label": "",
      "value": "230",
      "unit": "",
      "appliesTo": "deck/slab thickness at top left"
    },
    {
      "label": "",
      "value": "2650",
      "unit": "",
      "appliesTo": "vertical dimension at approach slab area"
    },
    {
      "label": "",
      "value": "1500",
      "unit": "",
      "appliesTo": "approach slab sub-dimension"
    },
    {
      "label": "",
      "value": "2850",
      "unit": "",
      "appliesTo": "approach slab sub-dimension"
    },
    {
      "label": "",
      "value": "3500",
      "unit": "",
      "appliesTo": "SQ dimension near girder seat"
    },
    {
      "label": "",
      "value": "1500",
      "unit": "",
      "appliesTo": "dimension along sloped face lower section"
    },
    {
      "label": "",
      "value": "750",
      "unit": "",
      "appliesTo": "end offset, left side of pile group"
    },
    {
      "label": "",
      "value": "3600",
      "unit": "",
      "appliesTo": "pile spacing c/c (repeated three times)"
    },
    {
      "label": "",
      "value": "750",
      "unit": "",
      "appliesTo": "end offset, right side of pile group"
    },
    {
      "label": "",
      "value": "12300",
      "unit": "",
      "appliesTo": "overall length across pile group"
    },
    {
      "label": "pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "filter media layer"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [],
  "labels": [
    "A2",
    "₽ OF EXP. JOINT",
    "₽ OF BRG.",
    "POT-PTFE BEARING (TYP.)",
    "RCC SEISMIC STOPPER",
    "STONE PITCHING",
    "INDEPENDENT RETAINING WALL",
    "600 THK. FILTER MEDIA",
    "1200 DIA BORED CAST-IN-SITU PILES",
    "SECTION A-A",
    "(SCALE 1:150)"
  ],
  "description": "This crop shows a cross section (SECTION A-A, scale 1:150) through abutment A2 of a bridge, detailing the approach slab, POT-PTFE bearing, RCC seismic stopper, expansion joint gap, sloped backfill with stone pitching and filter media, an independent retaining wall, and a row of four 1200mm diameter bored cast-in-situ piles spaced at 3600mm centers beneath the abutment. It documents the substructure detailing at the abutment including bearing seat dimensions, expansion gap, backfill treatment, and pile foundation layout."
}

p02_r11Cross Section

  • Retaining wallINDEPENDENT RETAINING WALL×1vertical wallnot stated (likely reinforced concrete)Shown as vertical line with dashed extent behind abutment

1070123680 EXP.GAP92 EXP.GAP230265015002850+9 more

crop

p02_r02

page 2 · bridge_superstructure_spans_p02_r02
Original
p02_r02
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "wall type",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Wall type abutment at left end, with expansion joint and bearing"
    },
    {
      "name": "Abutment",
      "tag": "A2",
      "shape": "wall type",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Wall type abutment at right end, mirrors A1"
    },
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "circular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": "RCC column pier at centre, labelled RCC COLUMN PIER (TYP.)"
    },
    {
      "name": "Bearing",
      "tag": "FR",
      "shape": "rectangular",
      "material": "PTFE/elastomeric pot bearing",
      "count": 3,
      "note": "POT-PTFE BEARING (TYP.), fixed/free type marked FR, located at A1, P1(one side) and A2"
    },
    {
      "name": "Bearing",
      "tag": "FX",
      "shape": "rectangular",
      "material": "PTFE pot bearing",
      "count": 1,
      "note": "POT-PTFE BEARING (TYP.), fixed type marked FX at pier P1"
    },
    {
      "name": "Girder",
      "tag": "",
      "shape": "I-girder/precast",
      "material": "precast concrete",
      "count": null,
      "note": "PRECAST PSC GIRDER (TYP.), multiple spans, exact count not enumerable from crop"
    },
    {
      "name": "Crash Barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "RCC CRASH BARRIER along both spans"
    },
    {
      "name": "Approach Slab",
      "tag": "",
      "shape": "rectangular slab",
      "material": "concrete",
      "count": 2,
      "note": "300 THK. APPROACH SLAB at both ends"
    },
    {
      "name": "Pavement Layer",
      "tag": "",
      "shape": "layer",
      "material": "PCC",
      "count": 2,
      "note": "150 THK. PCC LEVELING COURSE beneath approach slabs"
    },
    {
      "name": "Retaining Wall",
      "tag": "",
      "shape": "rectangular/independent",
      "material": "concrete",
      "count": 2,
      "note": "INDEPENDENT RETAINING WALL shown both sides with stone pitching and filter media"
    },
    {
      "name": "Stone Pitching",
      "tag": "",
      "shape": "sloped surface treatment",
      "material": "stone",
      "count": 2,
      "note": "STONE PITCHING noted at both embankments"
    },
    {
      "name": "Filter Media",
      "tag": "",
      "shape": "layer",
      "material": "granular fill",
      "count": 2,
      "note": "600 THK. FILTER MEDIA beneath stone pitching"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete, cast in situ",
      "count": null,
      "note": "1200Ø RCC CAST IN SITU PILE (TYP.) shown below pier P1 in dashed foundation plan; number of piles not clearly countable"
    },
    {
      "name": "Launching Apron",
      "tag": "",
      "shape": "sloped/stepped",
      "material": "stone/concrete",
      "count": 1,
      "note": "Shown below abutment A1 slope, labelled LAUNCHING APRON"
    },
    {
      "name": "Deck Continuity",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 1,
      "note": "Labelled DECK CONTINUITY at pier P1 location"
    },
    {
      "name": "Expansion Joint",
      "tag": "",
      "shape": "linear gap",
      "material": "",
      "count": 2,
      "note": "Marked at both abutments, EXP. GAP dimensions given"
    }
  ],
  "measurements": [
    {
      "label": "Span length (square)",
      "value": "40000",
      "unit": "",
      "appliesTo": "Span A1-P1"
    },
    {
      "label": "Span length (skew)",
      "value": "46188",
      "unit": "",
      "appliesTo": "Span A1-P1"
    },
    {
      "label": "Span length (square)",
      "value": "46000",
      "unit": "",
      "appliesTo": "Span P1-A2 (SK label shown twice, 46000(SQ) not explicit, only SK shown)"
    },
    {
      "label": "Span length (skew)",
      "value": "46188",
      "unit": "",
      "appliesTo": "Span P1-A2"
    },
    {
      "label": "Expansion gap (square)",
      "value": "80",
      "unit": "",
      "appliesTo": "A1 exp. joint"
    },
    {
      "label": "Expansion gap (skew)",
      "value": "92",
      "unit": "",
      "appliesTo": "A1 exp. joint"
    },
    {
      "label": "Expansion gap (square)",
      "value": "80",
      "unit": "",
      "appliesTo": "A2 exp. joint"
    },
    {
      "label": "Expansion gap (skew)",
      "value": "92",
      "unit": "",
      "appliesTo": "A2 exp. joint"
    },
    {
      "label": "Distance from exp joint to bearing centre (square)",
      "value": "1070",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "Distance from exp joint to bearing centre (skew)",
      "value": "1236",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "Distance from exp joint to bearing centre (square)",
      "value": "1070",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "Distance from exp joint to bearing centre (skew)",
      "value": "1236",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "Distance between bearings (square)",
      "value": "37761",
      "unit": "",
      "appliesTo": "Span A1-P1"
    },
    {
      "label": "Distance between bearings (skew)",
      "value": "43602",
      "unit": "",
      "appliesTo": "Span A1-P1"
    },
    {
      "label": "Distance between bearings (square)",
      "value": "37761",
      "unit": "",
      "appliesTo": "Span P1-A2"
    },
    {
      "label": "Distance between bearings (skew)",
      "value": "43602",
      "unit": "",
      "appliesTo": "Span P1-A2"
    },
    {
      "label": "Bearing offset at pier (square)",
      "value": "1170",
      "unit": "",
      "appliesTo": "P1 left"
    },
    {
      "label": "Bearing offset at pier (skew)",
      "value": "1350",
      "unit": "",
      "appliesTo": "P1 left"
    },
    {
      "label": "Bearing offset at pier (square)",
      "value": "1170",
      "unit": "",
      "appliesTo": "P1 right"
    },
    {
      "label": "Bearing offset at pier (skew)",
      "value": "1350",
      "unit": "",
      "appliesTo": "P1 right"
    },
    {
      "label": "Pier cap width (skew)",
      "value": "1500",
      "unit": "",
      "appliesTo": "P1 pier cap"
    },
    {
      "label": "Approach slab thickness",
      "value": "300",
      "unit": "THK.",
      "appliesTo": "Approach slab"
    },
    {
      "label": "PCC leveling course thickness",
      "value": "150",
      "unit": "THK.",
      "appliesTo": "PCC leveling course"
    },
    {
      "label": "Filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "Retaining wall filter media"
    },
    {
      "label": "Minimum clearance",
      "value": "1200",
      "unit": "(min)",
      "appliesTo": "HFL clearance below girder"
    },
    {
      "label": "High Flood Level",
      "value": "HFL=",
      "unit": "",
      "appliesTo": "River/waterway (value not printed)"
    },
    {
      "label": "Low Water Level",
      "value": "506.000",
      "unit": "m",
      "appliesTo": "LWL"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "mm (Ø)",
      "appliesTo": "RCC cast in situ pile"
    },
    {
      "label": "Pile cap/foundation dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "P1 foundation"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "P1 foundation"
    },
    {
      "label": "Foundation width total",
      "value": "5100",
      "unit": "",
      "appliesTo": "P1 foundation"
    },
    {
      "label": "Embankment/retaining wall dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "A1 retaining wall footing"
    },
    {
      "label": "Embankment dimension",
      "value": "3600",
      "unit": "",
      "appliesTo": "A1 retaining wall (repeated 3 times)"
    },
    {
      "label": "Embankment total width",
      "value": "12300",
      "unit": "",
      "appliesTo": "A1 retaining wall"
    },
    {
      "label": "Embankment/retaining wall dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "A2 retaining wall footing"
    },
    {
      "label": "Embankment dimension",
      "value": "3600",
      "unit": "",
      "appliesTo": "A2 retaining wall (repeated 3 times)"
    },
    {
      "label": "Embankment total width",
      "value": "12300",
      "unit": "",
      "appliesTo": "A2 retaining wall"
    },
    {
      "label": "Chainage LHS point 1",
      "value": "64+360.197",
      "unit": "km",
      "appliesTo": "Table LHS chainage"
    },
    {
      "label": "Chainage RHS point 1",
      "value": "64+371.487",
      "unit": "km",
      "appliesTo": "Table RHS chainage"
    },
    {
      "label": "Chainage LHS point 2",
      "value": "64+406.385",
      "unit": "km",
      "appliesTo": "Table LHS chainage"
    },
    {
      "label": "Chainage RHS point 2",
      "value": "64+417.675",
      "unit": "km",
      "appliesTo": "Table RHS chainage"
    },
    {
      "label": "Chainage LHS point 3",
      "value": "64+452.573",
      "unit": "km",
      "appliesTo": "Table LHS chainage"
    },
    {
      "label": "Chainage RHS point 3",
      "value": "64+463.814",
      "unit": "km",
      "appliesTo": "Table RHS chainage"
    },
    {
      "label": "FRL LHS point 1",
      "value": "518.281",
      "unit": "m",
      "appliesTo": "Table FRL LHS"
    },
    {
      "label": "FRL RHS point 1",
      "value": "518.465",
      "unit": "m",
      "appliesTo": "Table FRL RHS"
    },
    {
      "label": "FRL LHS point 2",
      "value": "519.033",
      "unit": "m",
      "appliesTo": "Table FRL LHS"
    },
    {
      "label": "FRL RHS point 2",
      "value": "519.217",
      "unit": "m",
      "appliesTo": "Table FRL RHS"
    },
    {
      "label": "FRL LHS point 3",
      "value": "519.785",
      "unit": "m",
      "appliesTo": "Table FRL LHS"
    },
    {
      "label": "FRL RHS point 3",
      "value": "519.968",
      "unit": "m",
      "appliesTo": "Table FRL RHS"
    },
    {
      "label": "Ground level LHS point 1",
      "value": "509.560",
      "unit": "m",
      "appliesTo": "Table ground level LHS"
    },
    {
      "label": "Ground level LHS point 2",
      "value": "503.816",
      "unit": "m",
      "appliesTo": "Table ground level LHS"
    },
    {
      "label": "Ground level LHS point 3",
      "value": "511.891",
      "unit": "m",
      "appliesTo": "Table ground level LHS"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE ... OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT FOLLOWED.",
    "3. THIS DRAWING SHALL ALIGNMENT DRAWINGS",
    "4. THE BRIDGE HAS PER... (text cut off)"
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "A1",
    "A2",
    "P1",
    "Ç OF EXP. JOINT",
    "Ç OF BRG.",
    "RCC CRASH BARRIER",
    "PRECAST PSC GIRDER (TYP.)",
    "WALL TYPE ABUTMENT",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER (TYP.)",
    "DECK CONTINUITY",
    "LAUNCHING APRON",
    "STONE PITCHING",
    "INDEPENDENT RETAINING WALL",
    "300 THK. APPROACH SLAB",
    "150 THK. PCC LEVELING COURSE",
    "600 THK. FILTER MEDIA",
    "1200Ø RCC CAST IN SITU PILE (TYP.)",
    "LWL=506.000m",
    "HFL=",
    "NOTES:",
    "CHAINAGE IN (km.)",
    "FRL. (m)",
    "MAIN CARRIAGEWAY",
    "GROUND LEVEL(m)",
    "LHS",
    "RHS"
  ],
  "description": "This crop shows a full bridge elevation between two abutments (A1, A2) and a central pier (P1), depicting two spans of precast PSC girders on POT-PTFE bearings, RCC crash barriers, wall-type abutments, and a circular RCC column pier founded on 1200mm diameter cast-in-situ piles. Below the elevation is a data table listing chainage, formation road level, and ground level values at three points along LHS and RHS of the carriageway, with a partially visible general notes column at the right edge."
}

p02_r02Elevation

  • Retaining Wall×2rectangular/independentconcreteINDEPENDENT RETAINING WALL shown both sides with stone pitching and filter media

40000 Span length (square)46188 Span length (skew)46000 Span length (square)46188 Span length (skew)80 Expansion gap (square)92 Expansion gap (skew)80 Expansion gap (square)92 Expansion gap (skew)+44 more

crop

p02_r01

page 2 · full_bridge_elevation_with_abutments_pier_and_girders_p02_r01
Original
p02_r01
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "wall type",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Located at left end, with expansion joint centerline and POT-PTFE bearings"
    },
    {
      "name": "Abutment",
      "tag": "A2",
      "shape": "wall type",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Located at right end, labeled 'WALL TYPE ABUTMENT', with expansion joint"
    },
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "column, circular/rectangular cap",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Labeled 'RCC COLUMN PIER (TYP.)', supports deck continuity"
    },
    {
      "name": "Girder",
      "tag": "",
      "shape": "I-girder/precast",
      "material": "precast concrete",
      "count": null,
      "note": "Labeled 'PRECAST PSC GIRDER (TYP.)'; multiple girder segments shown along both spans"
    },
    {
      "name": "Bearing",
      "tag": "FR / FX",
      "shape": "pot bearing",
      "material": "elastomeric/PTFE-steel",
      "count": 6,
      "note": "Labeled 'POT-PTFE BEARING (TYP.)'; FR (free) at abutments and one side of pier, FX (fixed) at pier"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Labeled '1200Ø RCC CAST IN SITU PILE (TYP.)', shown under both abutments and pier in schematic cross-sections"
    },
    {
      "name": "Pile cap / foundation",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "Shown in plan-like sketches beneath A1, P1, A2 with pile spacing dimensions"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labeled 'RCC CRASH BARRIER' on both spans"
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "300 THK, one at each abutment"
    },
    {
      "name": "PCC leveling course",
      "tag": "",
      "shape": "layer",
      "material": "plain cement concrete",
      "count": 2,
      "note": "150 THK, beneath approach slabs at both ends"
    },
    {
      "name": "Retaining wall",
      "tag": "",
      "shape": "sloped/independent",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labeled 'INDEPENDENT RETAINING WALL' at both abutments"
    },
    {
      "name": "Stone pitching",
      "tag": "",
      "shape": "sloped surface treatment",
      "material": "stone",
      "count": 2,
      "note": "With 600 THK filter media beneath, at both abutment slopes"
    },
    {
      "name": "Launching apron",
      "tag": "",
      "shape": "sloped",
      "material": "unspecified",
      "count": 1,
      "note": "Labeled near A1 embankment slope"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear gap",
      "material": "",
      "count": 2,
      "note": "At centerline of A1 and A2, with EXP.GAP dimensions 80(SQ.)/92(SK)"
    },
    {
      "name": "Girder cross-section (typical)",
      "tag": "",
      "shape": "I-section/tapered flange",
      "material": "precast concrete",
      "count": 1,
      "note": "Shown separately as 'SURPORT SECTION (SCALE 1:50)' / 'CROSS SECTION OF PI...' (cut off), with dimensions 1000, 800, 2650"
    }
  ],
  "measurements": [
    {
      "label": "Span A1 to P1 (square)",
      "value": "40000",
      "unit": "",
      "appliesTo": "A1-P1 span"
    },
    {
      "label": "Span A1 to P1 (skew)",
      "value": "46188",
      "unit": "",
      "appliesTo": "A1-P1 span"
    },
    {
      "label": "Span P1 to A2 (skew)",
      "value": "46000",
      "unit": "",
      "appliesTo": "P1-A2 span"
    },
    {
      "label": "Span P1 to A2 (skew, alt)",
      "value": "46188",
      "unit": "",
      "appliesTo": "P1-A2 span"
    },
    {
      "label": "Expansion gap (square)",
      "value": "80",
      "unit": "",
      "appliesTo": "A1/A2 exp. joint"
    },
    {
      "label": "Expansion gap (skew)",
      "value": "92",
      "unit": "",
      "appliesTo": "A1/A2 exp. joint"
    },
    {
      "label": "Distance (square)",
      "value": "37761",
      "unit": "",
      "appliesTo": "span between bearing centerlines"
    },
    {
      "label": "Distance (skew)",
      "value": "43602",
      "unit": "",
      "appliesTo": "span between bearing centerlines"
    },
    {
      "label": "Offset (square)",
      "value": "1070",
      "unit": "",
      "appliesTo": "A1/A2 area"
    },
    {
      "label": "Offset (skew)",
      "value": "1236",
      "unit": "",
      "appliesTo": "A1/A2 area"
    },
    {
      "label": "Offset (square)",
      "value": "1170",
      "unit": "",
      "appliesTo": "P1 area"
    },
    {
      "label": "Offset (skew)",
      "value": "1350",
      "unit": "",
      "appliesTo": "P1 area"
    },
    {
      "label": "Approach slab thickness",
      "value": "300",
      "unit": "",
      "appliesTo": "approach slab"
    },
    {
      "label": "PCC leveling course thickness",
      "value": "150",
      "unit": "",
      "appliesTo": "PCC leveling course"
    },
    {
      "label": "Filter media thickness",
      "value": "600",
      "unit": "",
      "appliesTo": "independent retaining wall"
    },
    {
      "label": "HFL clearance minimum",
      "value": "1200",
      "unit": "",
      "appliesTo": "pier clearance to HFL"
    },
    {
      "label": "LWL",
      "value": "506.000",
      "unit": "m",
      "appliesTo": "pier P1 area"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "mm (Ø)",
      "appliesTo": "pile"
    },
    {
      "label": "Pile cap dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "abutment/pier pile group"
    },
    {
      "label": "Pile cap dimension",
      "value": "3600",
      "unit": "",
      "appliesTo": "abutment/pier pile spacing"
    },
    {
      "label": "Pile cap total width",
      "value": "12300",
      "unit": "",
      "appliesTo": "abutment pile group A1/A2"
    },
    {
      "label": "Pier pile cap total",
      "value": "5100",
      "unit": "",
      "appliesTo": "pier P1 pile group"
    },
    {
      "label": "Pier cap width",
      "value": "1500",
      "unit": "(SK)",
      "appliesTo": "P1 pier cap"
    },
    {
      "label": "Cross section flange width",
      "value": "1000",
      "unit": "",
      "appliesTo": "girder support section"
    },
    {
      "label": "Cross section depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "girder support section"
    },
    {
      "label": "Cross section bottom width",
      "value": "800",
      "unit": "",
      "appliesTo": "girder support section"
    },
    {
      "label": "Cross section top flange thickness",
      "value": "150",
      "unit": "",
      "appliesTo": "girder support section"
    },
    {
      "label": "Cross section web thickness",
      "value": "29",
      "unit": "",
      "appliesTo": "girder support section"
    },
    {
      "label": "Chainage LHS Point1",
      "value": "64+360.197",
      "unit": "km",
      "appliesTo": "table"
    },
    {
      "label": "Chainage RHS Point1",
      "value": "64+371.487",
      "unit": "km",
      "appliesTo": "table"
    },
    {
      "label": "Chainage LHS Point2",
      "value": "64+406.385",
      "unit": "km",
      "appliesTo": "table"
    },
    {
      "label": "Chainage RHS Point2",
      "value": "64+417.675",
      "unit": "km",
      "appliesTo": "table"
    },
    {
      "label": "Chainage LHS Point3",
      "value": "64+452.573",
      "unit": "km",
      "appliesTo": "table"
    },
    {
      "label": "Chainage RHS Point3",
      "value": "64+463.814",
      "unit": "km",
      "appliesTo": "table"
    },
    {
      "label": "FRL LHS Point1",
      "value": "518.281",
      "unit": "m",
      "appliesTo": "table"
    },
    {
      "label": "FRL RHS Point1",
      "value": "518.465",
      "unit": "m",
      "appliesTo": "table"
    },
    {
      "label": "FRL LHS Point2",
      "value": "519.033",
      "unit": "m",
      "appliesTo": "table"
    },
    {
      "label": "FRL RHS Point2",
      "value": "519.217",
      "unit": "m",
      "appliesTo": "table"
    },
    {
      "label": "FRL LHS Point3",
      "value": "519.785",
      "unit": "m",
      "appliesTo": "table"
    },
    {
      "label": "FRL RHS Point3",
      "value": "519.968",
      "unit": "m",
      "appliesTo": "table"
    },
    {
      "label": "Ground Level LHS Point1",
      "value": "509.560",
      "unit": "m",
      "appliesTo": "table"
    },
    {
      "label": "Ground Level RHS Point1",
      "value": "509.155",
      "unit": "m",
      "appliesTo": "table"
    },
    {
      "label": "Ground Level LHS Point2",
      "value": "503.816",
      "unit": "m",
      "appliesTo": "table"
    },
    {
      "label": "Ground Level RHS Point2",
      "value": "503.883",
      "unit": "m",
      "appliesTo": "table"
    },
    {
      "label": "Ground Level LHS Point3",
      "value": "511.891",
      "unit": "m",
      "appliesTo": "table"
    },
    {
      "label": "Ground Level RHS Point3",
      "value": "512.668",
      "unit": "m",
      "appliesTo": "table"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN ... OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMEN... FOLLOWED.",
    "3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESP... ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLAS... CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R -... 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED",
    "5. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONEN... FOLLOWS:-"
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "ELEVATION (SCALE 1:300)",
    "SURPORT SECTION (SCALE 1:50)",
    "CROSS SECTION OF PI...",
    "NOTES:",
    "A1",
    "P1",
    "A2",
    "FR",
    "FX",
    "£ OF EXP. JOINT",
    "£ OF BRG.",
    "DECK CONTINUITY",
    "LAUNCHING APRON",
    "STONE PITCHING",
    "INDEPENTENT RETAINING WALL",
    "INDEPENDENT RETAINING WALL",
    "300 THK. APPROACH SLAB",
    "150 THK. PCC LEVELING COURSE",
    "600 THK. FILTER MEDIA",
    "RCC CRASH BARRIER",
    "RCC COLUMN PIER (TYP.)",
    "1200Ø RCC CAST IN SITU PILE (TYP.)",
    "POT-PTFE BEARING (TYP.)",
    "PRECAST PSC GIRDER (TYP.)",
    "WALL TYPE ABUTMENT",
    "£ OF GIRDER"
  ],
  "description": "This crop shows the full elevation of a two-span bridge over a valley/river, with abutments A1 and A2 at either end and a single pier P1 at midspan, connected by precast PSC girders on POT-PTFE bearings (fixed at pier, free elsewhere). Below the elevation is a data table giving chainage, formation road level, and ground level at three points along the LHS and RHS of the carriageway, and to the right a partially visible general notes column (notes 1-5) covering dimension units, alignment reference, live load class (70R + traffic), and concrete grades, along with a separate typical girder support cross-section detail at the far right."
}

p02_r01Elevation

  • Retaining wall×2sloped/independentreinforced concreteLabeled 'INDEPENDENT RETAINING WALL' at both abutments

40000 Span A1 to P1 (square)46188 Span A1 to P1 (skew)46000 Span P1 to A2 (skew)46188 Span P1 to A2 (skew, alt)80 Expansion gap (square)92 Expansion gap (skew)37761 Distance (square)43602 Distance (skew)+38 more

crop

p02_r01 full longitudinal elevation of bridge with hfl lwl

page 2 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p02_r01_full_longitudinal_elevation_of_bridge_with_hfl_lwl
Original
p02_r01 full longitudinal elevation of bridge with hfl lwl
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "wall type",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Located at left end, near TO DEWAS side"
    },
    {
      "name": "Abutment",
      "tag": "A2",
      "shape": "wall type",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Located at right end, near TO KHANDWA side"
    },
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "circular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": "RCC column pier"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": null,
      "note": "1200mm dia RCC cast-in-situ pile (typ.), shown under P1 pile cap"
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "One under each abutment (A1, A2) and under pier P1"
    },
    {
      "name": "Bearing",
      "tag": "FR",
      "shape": "pot-PTFE",
      "material": "elastomeric/steel",
      "count": 4,
      "note": "Free/guided bearings, typical, at abutments and pier"
    },
    {
      "name": "Bearing",
      "tag": "FX",
      "shape": "pot-PTFE",
      "material": "elastomeric/steel",
      "count": 1,
      "note": "Fixed bearing at pier P1"
    },
    {
      "name": "Girder",
      "tag": "",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": null,
      "note": "Precast PSC girder (typ.), multiple spans shown"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "rectangular profile",
      "material": "reinforced concrete",
      "count": 2,
      "note": "RCC crash barrier along both spans"
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "300 thk. approach slab at both ends"
    },
    {
      "name": "PCC leveling course",
      "tag": "",
      "shape": "layer",
      "material": "plain cement concrete",
      "count": 2,
      "note": "150 thk. PCC leveling course beneath approach slabs"
    },
    {
      "name": "Deck continuity",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Deck continuity joint over pier P1"
    },
    {
      "name": "Retaining wall",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Independent retaining wall at both abutments"
    },
    {
      "name": "Stone pitching",
      "tag": "",
      "shape": "sloped surface",
      "material": "stone",
      "count": 2,
      "note": "Stone pitching with 600 thk. filter media at both approach slopes"
    },
    {
      "name": "Launching apron",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Shown near abutment A1 slope"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "At centerline of exp. joint near A1 and A2, gap 80(SQ) 92(SK)"
    },
    {
      "name": "Girder cross section",
      "tag": "",
      "shape": "tapered/I-section",
      "material": "precast concrete",
      "count": 1,
      "note": "Support section detail shown at right, scale 1:50"
    }
  ],
  "measurements": [
    {
      "label": "Span A1 to P1",
      "value": "40000(SQ) 46188(SK)",
      "unit": "mm",
      "appliesTo": "span between A1 and P1"
    },
    {
      "label": "Span P1 to A2",
      "value": "46000(SK) 46188(SK)",
      "unit": "mm",
      "appliesTo": "span between P1 and A2"
    },
    {
      "label": "Bearing to bearing distance",
      "value": "37761(SQ) 43602(SK)",
      "unit": "mm",
      "appliesTo": "left span, between bearing centerlines"
    },
    {
      "label": "Bearing to bearing distance",
      "value": "37761(SQ) 43602(SK)",
      "unit": "mm",
      "appliesTo": "right span, between bearing centerlines"
    },
    {
      "label": "Expansion gap",
      "value": "80(SQ) 92(SK)",
      "unit": "mm",
      "appliesTo": "expansion joint at A1"
    },
    {
      "label": "Expansion gap",
      "value": "80(SQ) 92(SK)",
      "unit": "mm",
      "appliesTo": "expansion joint at A2"
    },
    {
      "label": "Bearing offset",
      "value": "1070(SQ) 1236(SK)",
      "unit": "mm",
      "appliesTo": "bearing near A1"
    },
    {
      "label": "Bearing offset",
      "value": "1170(SQ) 1350(SK)",
      "unit": "mm",
      "appliesTo": "bearing near P1 (left side)"
    },
    {
      "label": "Bearing offset",
      "value": "1170(SQ) 1350(SK)",
      "unit": "mm",
      "appliesTo": "bearing near P1 (right side)"
    },
    {
      "label": "Bearing offset",
      "value": "1070(SQ) 1236(SK)",
      "unit": "mm",
      "appliesTo": "bearing near A2"
    },
    {
      "label": "Pier cap width",
      "value": "1500(SK)",
      "unit": "mm",
      "appliesTo": "P1 pier cap"
    },
    {
      "label": "HFL clearance",
      "value": "1200(min)",
      "unit": "mm",
      "appliesTo": "HFL level marker"
    },
    {
      "label": "LWL elevation",
      "value": "506.000",
      "unit": "m",
      "appliesTo": "Low Water Level"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "mm",
      "appliesTo": "RCC cast in situ pile at P1"
    },
    {
      "label": "Pile cap dimension (A1/A2)",
      "value": "750, 3600, 3600, 3600, 750",
      "unit": "mm",
      "appliesTo": "pile cap width breakdown at abutments"
    },
    {
      "label": "Pile cap total width (A1/A2)",
      "value": "12300",
      "unit": "mm",
      "appliesTo": "pile cap at abutments"
    },
    {
      "label": "Pile cap dimension (P1)",
      "value": "750, 3600, 750",
      "unit": "mm",
      "appliesTo": "pile cap width breakdown at pier"
    },
    {
      "label": "Pile cap total width (P1)",
      "value": "5100",
      "unit": "mm",
      "appliesTo": "pile cap at pier P1"
    },
    {
      "label": "Approach slab thickness",
      "value": "300",
      "unit": "mm",
      "appliesTo": "approach slab"
    },
    {
      "label": "PCC leveling course thickness",
      "value": "150",
      "unit": "mm",
      "appliesTo": "PCC leveling course"
    },
    {
      "label": "Filter media thickness",
      "value": "600",
      "unit": "mm",
      "appliesTo": "stone pitching filter media"
    },
    {
      "label": "Chainage LHS (A1)",
      "value": "64+360.197",
      "unit": "km",
      "appliesTo": "A1 LHS chainage"
    },
    {
      "label": "Chainage RHS (A1)",
      "value": "64+371.487",
      "unit": "km",
      "appliesTo": "A1 RHS chainage"
    },
    {
      "label": "Chainage LHS (P1)",
      "value": "64+406.385",
      "unit": "km",
      "appliesTo": "P1 LHS chainage"
    },
    {
      "label": "Chainage RHS (P1)",
      "value": "64+417.675",
      "unit": "km",
      "appliesTo": "P1 RHS chainage"
    },
    {
      "label": "Chainage LHS (A2)",
      "value": "64+452.573",
      "unit": "km",
      "appliesTo": "A2 LHS chainage"
    },
    {
      "label": "Chainage RHS (A2)",
      "value": "64+463.814",
      "unit": "km",
      "appliesTo": "A2 RHS chainage"
    },
    {
      "label": "FRL LHS (A1)",
      "value": "518.281",
      "unit": "m",
      "appliesTo": "A1 main carriageway LHS"
    },
    {
      "label": "FRL RHS (A1)",
      "value": "518.465",
      "unit": "m",
      "appliesTo": "A1 main carriageway RHS"
    },
    {
      "label": "FRL LHS (P1)",
      "value": "519.033",
      "unit": "m",
      "appliesTo": "P1 main carriageway LHS"
    },
    {
      "label": "FRL RHS (P1)",
      "value": "519.217",
      "unit": "m",
      "appliesTo": "P1 main carriageway RHS"
    },
    {
      "label": "FRL LHS (A2)",
      "value": "519.785",
      "unit": "m",
      "appliesTo": "A2 main carriageway LHS"
    },
    {
      "label": "FRL RHS (A2)",
      "value": "519.968",
      "unit": "m",
      "appliesTo": "A2 main carriageway RHS"
    },
    {
      "label": "Ground level LHS (A1)",
      "value": "509.560",
      "unit": "m",
      "appliesTo": "A1 LHS ground level"
    },
    {
      "label": "Ground level RHS (A1)",
      "value": "509.155",
      "unit": "m",
      "appliesTo": "A1 RHS ground level"
    },
    {
      "label": "Ground level LHS (P1)",
      "value": "503.816",
      "unit": "m",
      "appliesTo": "P1 LHS ground level"
    },
    {
      "label": "Ground level RHS (P1)",
      "value": "503.883",
      "unit": "m",
      "appliesTo": "P1 RHS ground level"
    },
    {
      "label": "Ground level LHS (A2)",
      "value": "511.891",
      "unit": "m",
      "appliesTo": "A2 LHS ground level"
    },
    {
      "label": "Ground level RHS (A2)",
      "value": "512.668",
      "unit": "m",
      "appliesTo": "A2 RHS ground level"
    },
    {
      "label": "Support section width",
      "value": "800",
      "unit": "mm",
      "appliesTo": "girder cross section base"
    },
    {
      "label": "Support section top width",
      "value": "1000",
      "unit": "mm",
      "appliesTo": "girder cross section top"
    },
    {
      "label": "Support section height",
      "value": "2650",
      "unit": "mm",
      "appliesTo": "girder cross section overall height"
    },
    {
      "label": "Support section top flange thickness",
      "value": "150",
      "unit": "mm",
      "appliesTo": "girder cross section"
    },
    {
      "label": "Support section web thickness",
      "value": "29",
      "unit": "mm",
      "appliesTo": "girder cross section web"
    },
    {
      "label": "Slope ratio",
      "value": "2:1",
      "unit": "",
      "appliesTo": "approach embankment slope near A1 and A2"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN...OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIM...FOLLOWED.",
    "3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RES...ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLA...CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R...70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED.",
    "5. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONE...FOLLOWS:-"
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "É OF EXP. JOINT",
    "É OF BRG.",
    "RCC CRASH BARRIER",
    "DECK CONTINUITY",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER (TYP.)",
    "PRECAST PSC GIRDER (TYP.)",
    "WALL TYPE ABUTMENT",
    "LAUNCHING APRON",
    "1200∅ RCC CAST IN SITU PILE (TYP.)",
    "INDEPENDENT RETAINING WALL",
    "STONE PITCHING",
    "600 THK. FILTER MEDIA",
    "300 THK. APPROACH SLAB",
    "150 THK. PCC LEVELING COURSE",
    "HFL=",
    "LWL=506.000m",
    "ELEVATION (SCALE 1:300)",
    "SURPORT SECTION (SCALE 1:50)",
    "CROSS SECTION OF ...",
    "É OF GIRDER",
    "CHAINAGE IN (km.)",
    "FRL. (m)",
    "MAIN CARRIAGEWAY",
    "GROUND LEVEL (m)",
    "LHS",
    "RHS",
    "NOTES:"
  ],
  "description": "This crop shows the longitudinal elevation of a two-span bridge (scale 1:300) between abutments A1 and A2 with a central pier P1, including span dimensions, bearing types (FR/FX pot-PTFE bearings), precast PSC girders, RCC crash barriers, approach slabs, retaining walls, stone pitching, and pile/pile cap details. Below the elevation is a chainage/level data table for LHS and RHS at each support, and to the right is a girder support cross-section detail (scale 1:50) with a partial general notes block."
}

p02_r01 full longitudinal elevation of bridge with hfl lwlElevation

  • Retaining wall×2reinforced concreteIndependent retaining wall at both abutments

40000(SQ) 46188(SK) mm Span A1 to P146000(SK) 46188(SK) mm Span P1 to A237761(SQ) 43602(SK) mm Bearing to bearing distance37761(SQ) 43602(SK) mm Bearing to bearing distance80(SQ) 92(SK) mm Expansion gap80(SQ) 92(SK) mm Expansion gap1070(SQ) 1236(SK) mm Bearing offset1170(SQ) 1350(SK) mm Bearing offset+37 more

crop

p02_r02 elevation of bridge spans from abutment a1 to a2

page 2 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p02_r02_elevation_of_bridge_spans_from_abutment_a1_to_a2
Original
p02_r02 elevation of bridge spans from abutment a1 to a2
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "wall type",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked with expansion joint centerline, pot-PTFE bearings (FR)"
    },
    {
      "name": "Abutment",
      "tag": "A2",
      "shape": "wall type",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked with expansion joint centerline, pot-PTFE bearings (FR), labeled 'WALL TYPE ABUTMENT'"
    },
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "column, circular (implied by pile group)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Labeled 'RCC COLUMN PIER (TYP.)'"
    },
    {
      "name": "Pot-PTFE Bearing",
      "tag": "FR",
      "shape": "rectangular block",
      "material": "elastomeric/PTFE",
      "count": 3,
      "note": "Located at A1, A2 and one side of P1; labeled 'POT-PTFE BEARING (TYP.)'"
    },
    {
      "name": "Pot-PTFE Bearing",
      "tag": "FX",
      "shape": "rectangular block",
      "material": "elastomeric/PTFE",
      "count": 1,
      "note": "Fixed bearing at P1"
    },
    {
      "name": "PSC Girder",
      "tag": "",
      "shape": "I-girder, precast",
      "material": "precast concrete",
      "count": null,
      "note": "Labeled 'PRECAST PSC GIRDER (TYP.)', multiple girders visible per span, exact count not clearly countable"
    },
    {
      "name": "RCC Crash Barrier",
      "tag": "",
      "shape": "rectangular/parapet",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One on each span, along deck edge"
    },
    {
      "name": "Approach Slab",
      "tag": "",
      "shape": "rectangular slab",
      "material": "reinforced concrete",
      "count": 2,
      "note": "300 THK, at each abutment approach"
    },
    {
      "name": "PCC Leveling Course",
      "tag": "",
      "shape": "layer",
      "material": "plain cement concrete",
      "count": 2,
      "note": "150 THK, beneath approach slab"
    },
    {
      "name": "Independent Retaining Wall",
      "tag": "",
      "shape": "trapezoidal/battered wall",
      "material": "unspecified (likely concrete)",
      "count": 2,
      "note": "At each end near abutments"
    },
    {
      "name": "Stone Pitching",
      "tag": "",
      "shape": "sloped surface treatment",
      "material": "stone",
      "count": 2,
      "note": "Slope protection near abutments"
    },
    {
      "name": "Filter Media",
      "tag": "",
      "shape": "layer",
      "material": "granular filter media",
      "count": 2,
      "note": "600 THK, behind retaining wall"
    },
    {
      "name": "Launching Apron",
      "tag": "",
      "shape": "stepped/sloped apron",
      "material": "unspecified",
      "count": 1,
      "note": "Shown at left span near A1"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "1200mm dia RCC cast-in-situ piles shown in plan-like inset below P1; group of 3 visible with 3600mm spacing"
    },
    {
      "name": "Deck Continuity Joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "Labeled at top of deck near P1"
    },
    {
      "name": "Expansion Joint",
      "tag": "",
      "shape": "linear gap",
      "material": "",
      "count": 2,
      "note": "At A1 and A2, '80(SQ) 92(SK) EXP.GAP'"
    }
  ],
  "measurements": [
    {
      "label": "Span length (A1 to P1)",
      "value": "40000(SQ) 46188(SK)",
      "unit": "mm",
      "appliesTo": "Span A1-P1"
    },
    {
      "label": "Span length (P1 to A2)",
      "value": "46000(SK)",
      "unit": "mm",
      "appliesTo": "Span P1-A2"
    },
    {
      "label": "Bridge centerline distance A1 to P1",
      "value": "37761(SQ) 43602(SK)",
      "unit": "mm",
      "appliesTo": "A1-P1"
    },
    {
      "label": "Bridge centerline distance P1 to A2",
      "value": "37761(SQ) 43602(SK)",
      "unit": "mm",
      "appliesTo": "P1-A2"
    },
    {
      "label": "Expansion gap at A1/A2",
      "value": "80(SQ) 92(SK)",
      "unit": "mm",
      "appliesTo": "A1, A2 expansion joints"
    },
    {
      "label": "Distance from bearing centerline",
      "value": "1070(SQ) 1236(SK)",
      "unit": "mm",
      "appliesTo": "A1 region"
    },
    {
      "label": "Distance from bearing centerline",
      "value": "1070(SQ) 1236(SK)",
      "unit": "mm",
      "appliesTo": "A2 region"
    },
    {
      "label": "Distance at P1 bearing (left)",
      "value": "1170(SQ) 1350(SK)",
      "unit": "mm",
      "appliesTo": "P1 bearing"
    },
    {
      "label": "Distance at P1 bearing (right)",
      "value": "1170(SQ) 1350(SK)",
      "unit": "mm",
      "appliesTo": "P1 bearing"
    },
    {
      "label": "Pier cap width",
      "value": "1500(SK)",
      "unit": "mm",
      "appliesTo": "P1"
    },
    {
      "label": "Approach slab thickness",
      "value": "300",
      "unit": "mm (THK.)",
      "appliesTo": "Approach slab"
    },
    {
      "label": "PCC leveling course thickness",
      "value": "150",
      "unit": "mm (THK.)",
      "appliesTo": "PCC leveling course"
    },
    {
      "label": "Filter media thickness",
      "value": "600",
      "unit": "mm (THK.)",
      "appliesTo": "Independent retaining wall backfill"
    },
    {
      "label": "Retaining wall base dimension",
      "value": "750",
      "unit": "mm",
      "appliesTo": "Independent retaining wall (left)"
    },
    {
      "label": "Retaining wall spacing",
      "value": "3600",
      "unit": "mm",
      "appliesTo": "Independent retaining wall (left), repeated 3 times"
    },
    {
      "label": "Retaining wall total width",
      "value": "12300",
      "unit": "mm",
      "appliesTo": "Independent retaining wall (left)"
    },
    {
      "label": "Retaining wall base dimension",
      "value": "750",
      "unit": "mm",
      "appliesTo": "Independent retaining wall (right)"
    },
    {
      "label": "Retaining wall spacing",
      "value": "3600",
      "unit": "mm",
      "appliesTo": "Independent retaining wall (right), repeated 3 times"
    },
    {
      "label": "Retaining wall total width",
      "value": "12300",
      "unit": "mm",
      "appliesTo": "Independent retaining wall (right)"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "mm (Ø)",
      "appliesTo": "RCC cast in situ pile at P1"
    },
    {
      "label": "Pile group edge distance",
      "value": "750",
      "unit": "mm",
      "appliesTo": "Pile group at P1"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "mm",
      "appliesTo": "Pile group at P1"
    },
    {
      "label": "Pile group total width",
      "value": "5100",
      "unit": "mm",
      "appliesTo": "Pile group at P1"
    },
    {
      "label": "HFL clearance",
      "value": "1200 (min)",
      "unit": "mm",
      "appliesTo": "HFL below deck"
    },
    {
      "label": "HFL elevation",
      "value": "HFL=",
      "unit": "m",
      "appliesTo": "High Flood Level, value not shown/illegible"
    },
    {
      "label": "LWL elevation",
      "value": "506.000",
      "unit": "m",
      "appliesTo": "Low Water Level"
    },
    {
      "label": "Chainage LHS at A1",
      "value": "64+360.197",
      "unit": "km",
      "appliesTo": "A1 LHS chainage"
    },
    {
      "label": "Chainage RHS at A1",
      "value": "64+371.487",
      "unit": "km",
      "appliesTo": "A1 RHS chainage"
    },
    {
      "label": "Chainage LHS at P1",
      "value": "64+406.385",
      "unit": "km",
      "appliesTo": "P1 LHS chainage"
    },
    {
      "label": "Chainage RHS at P1",
      "value": "64+417.675",
      "unit": "km",
      "appliesTo": "P1 RHS chainage"
    },
    {
      "label": "Chainage LHS at A2",
      "value": "64+452.573",
      "unit": "km",
      "appliesTo": "A2 LHS chainage"
    },
    {
      "label": "Chainage RHS at A2",
      "value": "64+463.814",
      "unit": "km",
      "appliesTo": "A2 RHS chainage"
    },
    {
      "label": "FRL LHS main carriageway at A1",
      "value": "518.281",
      "unit": "m",
      "appliesTo": "A1 FRL LHS"
    },
    {
      "label": "FRL RHS main carriageway at A1",
      "value": "518.465",
      "unit": "m",
      "appliesTo": "A1 FRL RHS"
    },
    {
      "label": "FRL LHS main carriageway at P1",
      "value": "519.033",
      "unit": "m",
      "appliesTo": "P1 FRL LHS"
    },
    {
      "label": "FRL RHS main carriageway at P1",
      "value": "519.217",
      "unit": "m",
      "appliesTo": "P1 FRL RHS"
    },
    {
      "label": "FRL LHS main carriageway at A2",
      "value": "519.785",
      "unit": "m",
      "appliesTo": "A2 FRL LHS"
    },
    {
      "label": "FRL RHS main carriageway at A2",
      "value": "519.968",
      "unit": "m",
      "appliesTo": "A2 FRL RHS"
    },
    {
      "label": "Ground level LHS (partial)",
      "value": "506.560 (partial, cut off)",
      "unit": "m",
      "appliesTo": "A1 ground level, table cut off at bottom"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE (text cut off, partial) OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE N... (text cut off) FOLLOWED.",
    "3. THIS DRAWING SHAL... (text cut off) ALIGNMENT DRAWING... (text cut off)"
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "CENTRE OF EXP. JOINT",
    "CENTRE OF BRG.",
    "RCC CRASH BARRIER",
    "DECK CONTINUITY",
    "RCC COLUMN PIER (TYP.)",
    "PRECAST PSC GIRDER (TYP.)",
    "WALL TYPE ABUTMENT",
    "POT-PTFE BEARING (TYP.)",
    "LAUNCHING APRON",
    "STONE PITCHING",
    "INDEPENDENT RETAINING WALL",
    "600 THK. FILTER MEDIA",
    "300 THK. APPROACH SLAB",
    "150 THK. PCC LEVELING COURSE",
    "1200Ø RCC CAST IN SITU PILE (TYP.)",
    "HFL=",
    "LWL=506.000m",
    "NOTES:",
    "CHAINAGE IN (km.)",
    "FRL. (m)",
    "MAIN CARRIAGEWAY",
    "GROUND LEVEL (m)",
    "LHS",
    "RHS"
  ],
  "description": "This crop is an elevation view of a two-span bridge structure between wall-type abutments A1 and A2, with a single RCC column pier P1 at midspan, showing precast PSC girders on pot-PTFE bearings (fixed at pier, free elsewhere), RCC crash barriers, approach slabs, and independent retaining walls with stone pitching and filter media at each end. A pile foundation detail (1200mm dia RCC piles) is shown below the pier, and a chainage/level data table with general notes appears at the bottom of the sheet, though the notes text and part of the table are cut off."
}

p02_r02 elevation of bridge spans from abutment a1 to a2Elevation

  • Independent Retaining Wall×2trapezoidal/battered wallunspecified (likely concrete)At each end near abutments

40000(SQ) 46188(SK) mm Span length (A1 to P1)46000(SK) mm Span length (P1 to A2)37761(SQ) 43602(SK) mm Bridge centerline distance A1 to P137761(SQ) 43602(SK) mm Bridge centerline distance P1 to A280(SQ) 92(SK) mm Expansion gap at A1/A21070(SQ) 1236(SK) mm Distance from bearing centerline1070(SQ) 1236(SK) mm Distance from bearing centerline1170(SQ) 1350(SK) mm Distance at P1 bearing (left)+31 more

crop

p02_r11 section a a

page 2 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p02_r11_section_a_a
Original
p02_r11 section a a
{
  "view": "Section",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A2",
      "shape": "tapered/battered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Abutment with backwall supporting bearing seat, shown with sloped face against embankment"
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "PTFE/elastomeric (Pot-PTFE)",
      "count": 1,
      "note": "Labeled POT-PTFE BEARING (TYP.), seated on abutment cap"
    },
    {
      "name": "Seismic Stopper",
      "tag": "",
      "shape": "rectangular block",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Labeled RCC SEISMIC STOPPER, adjacent to bearing"
    },
    {
      "name": "Expansion Joint",
      "tag": "",
      "shape": "linear gap",
      "material": "",
      "count": 1,
      "note": "Located at centerline of exp. joint, gap dimensions given as 80(SQ)/92(SK)"
    },
    {
      "name": "Deck/Girder",
      "tag": "",
      "shape": "rectangular slab with haunch",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Top slab shown with 230 thickness dimension and 3500(SQ) span reference"
    },
    {
      "name": "Retaining Wall",
      "tag": "",
      "shape": "vertical wall",
      "material": "reinforced concrete (implied)",
      "count": 1,
      "note": "Labeled INDEPENDENT RETAINING WALL, separate from abutment"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "cast-in-situ concrete",
      "count": 4,
      "note": "Labeled 1200 DIA BORED CAST-IN-SITU PILES, shown in elevation/plan strip below section, 4 piles visible with spacing"
    },
    {
      "name": "Stone Pitching",
      "tag": "",
      "shape": "sloped layer",
      "material": "stone",
      "count": 1,
      "note": "Labeled STONE PITCHING on embankment slope"
    },
    {
      "name": "Filter Media",
      "tag": "",
      "shape": "layer",
      "material": "granular fill",
      "count": 1,
      "note": "Labeled 600 THK. FILTER MEDIA behind retaining wall"
    },
    {
      "name": "Embankment/Backfill",
      "tag": "",
      "shape": "sloped fill",
      "material": "earth/granular",
      "count": 1,
      "note": "Shown with hatching, sloped approach fill behind abutment"
    },
    {
      "name": "Ground Line",
      "tag": "",
      "shape": "irregular line",
      "material": "",
      "count": 1,
      "note": "Existing ground surface shown with break line at far right"
    }
  ],
  "measurements": [
    {
      "label": "",
      "value": "1070",
      "unit": "mm",
      "appliesTo": "distance from bearing CL to exp. joint CL, square case (SQ)"
    },
    {
      "label": "",
      "value": "1236",
      "unit": "mm",
      "appliesTo": "distance from bearing CL to exp. joint CL, skew case (SK)"
    },
    {
      "label": "",
      "value": "80",
      "unit": "mm",
      "appliesTo": "expansion gap, square case (SQ)"
    },
    {
      "label": "",
      "value": "92",
      "unit": "mm",
      "appliesTo": "expansion gap, skew case (SK), labeled EXP.GAP"
    },
    {
      "label": "",
      "value": "230",
      "unit": "mm",
      "appliesTo": "deck slab thickness"
    },
    {
      "label": "",
      "value": "3500",
      "unit": "mm",
      "appliesTo": "span/offset dimension (SQ) at deck level"
    },
    {
      "label": "",
      "value": "2650",
      "unit": "mm",
      "appliesTo": "vertical dimension, abutment section height"
    },
    {
      "label": "",
      "value": "1500",
      "unit": "mm",
      "appliesTo": "horizontal dimension near bearing seat"
    },
    {
      "label": "",
      "value": "2850",
      "unit": "mm",
      "appliesTo": "horizontal dimension near bearing seat"
    },
    {
      "label": "",
      "value": "1500",
      "unit": "mm",
      "appliesTo": "horizontal offset dimension near retaining wall base"
    },
    {
      "label": "",
      "value": "750",
      "unit": "mm",
      "appliesTo": "pile spacing, edge distance (left)"
    },
    {
      "label": "",
      "value": "3600",
      "unit": "mm",
      "appliesTo": "pile spacing (x3)"
    },
    {
      "label": "",
      "value": "750",
      "unit": "mm",
      "appliesTo": "pile spacing, edge distance (right)"
    },
    {
      "label": "",
      "value": "12300",
      "unit": "mm",
      "appliesTo": "total pile group width"
    },
    {
      "label": "",
      "value": "600",
      "unit": "mm",
      "appliesTo": "filter media thickness"
    },
    {
      "label": "",
      "value": "1200",
      "unit": "mm",
      "appliesTo": "pile diameter"
    },
    {
      "label": "1:150",
      "value": "1:150",
      "unit": "",
      "appliesTo": "drawing scale"
    }
  ],
  "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.",
    "SECTION A-A",
    "(SCALE 1:150)"
  ],
  "description": "This crop shows a cross-section (Section A-A) through abutment A2 of a bridge, detailing the bearing arrangement, seismic stopper, expansion joint gap dimensions for square and skew conditions, the sloped embankment fill with stone pitching, an independent retaining wall with filter media, and a row of four 1200mm diameter bored cast-in-situ piles with their spacing dimensions. It documents the abutment structural detail, foundation piling layout, and associated earthwork/retaining elements at this location."
}

p02_r11 section a aSection

  • Retaining Wall×1vertical wallreinforced concrete (implied)Labeled INDEPENDENT RETAINING WALL, separate from abutment

1070 mm1236 mm80 mm92 mm230 mm3500 mm2650 mm1500 mm+9 more