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Drainage Scupper

2 pages · 7 crops · ×49 · drainage

Matched toBridge Deck Drainbridge.drainage_protection_system.deck_drainon “Drainage Scupper”

1 read off the drawings · 3 not established
The class asks forValueHowFrom
Instance CountNwants count16 countCrop bridge_deck_and_approach_slab_p01_r05 lists 'Drainage/scupper symbols (small hatched squares)' with count 16, shown as small hatched squares repeated along the crash barrier/approach slab edges on both carriageways (right and left) of the full plan view, spaced at 5000mm TYP. This is the most complete (non-half) plan view of the deck showing both carriageways together, and 16 = 8 symbols per carriageway x 2 carriageways, consistent with the 8-count seen in the single-carriageway crop bridge_deck_and_approach_p01_r04.Multiple crops show differing counts (4,5,6,8,10,16) because most are half-plans or partial crops of the deck edge showing only a fraction of the full symbol run. The r05 crop is the only one depicting the full plan with both carriageways together, giving the most complete total. However, the crop's own note flags uncertainty ('likely drainage spouts or expansion joint markers'), so confidence is low.readcheckp1 · p01_r05
Opening WidthW_openwants m/mmnot establishedThe drainage spout/scupper is only shown as a small plan symbol with a spacing callout (5000 TYP). No detail drawing of the scupper opening dimensions is present in any of the 7 crops; page 2 notes only reference MORTH specification and a 'miscellaneous drawing' for scupper details, which is not part of this reading set.not found
Opening HeightH_openwants m/mmnot establishedSame reasoning as Opening Width: only plan-view small square/hatched symbols with spacing are documented; no elevation/section detail of the scupper is present in the given readings.not found
Material TypeMATnot establishedThe notes crop explicitly lists material grades for many components (girders, slab, barrier, etc.) but the drainage spout entry has material field blank/null and only references an external specification (MORTH) and a 'miscellaneous drawing' for details, neither of which states a material in the given readings.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

Drainage/Deck inlet or joint markersDrainage/scupper symbols (small hatched squares)Drainage/scupper symbolsDrainage Inlet/ScupperDrainage Inlet / ScupperDrainage inlet/scupperDrainage spout

Notes on the sheets that carry it

  • p1TO DEWAS (direction arrow)
  • p15000 (TYP.)
  • p1RCC CRASH BARRIER
  • p1C OF EXP. JOINT
  • p1C BRIDGE (RIGHT SIDE)
  • p1APPROACH SLAB
  • p1C/L OF EXP. JOINT
  • p1C/L OF MEDIAN
  • p1C/L BRIDGE (RIGHT SIDE)
  • p1C/L BRIDGE (LEFT SIDE)
  • p1HALF PLAN SHOWING DECK LEVEL
  • p1HALF PLAN SHOWING FOUNDATION LEVEL
  • p1(SCALE 1:300)
  • p130° SKEW
  • p1TO DEWAS
  • p1TO PIKARADIYA
  • p1RCC CRA... (truncated, likely 'RCC CRASH BARRIER')
  • p1TYP.
  • p1TO KHANDWA
  • p1INDEPENDENT
  • p1ME... (text cut off, illegible)
  • p2ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.
  • p2DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.
  • p2THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.
  • p2THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLASS A, ONE LANE CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R + ONE LANE OF 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED AS LIVE LOAD.
  • p2GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONENTS SHALL BE AS FOLLOWS:- PSC PRECAST GIRDER-M50; R.C.C. CAST IN SITU DECK SLAB-M45; R.C.C. END CROSS GIRDER-M45; R.C.C. INTERMEDIATE CROSS GIRDER-M45; BEARING PEDESTAL-M50; CRASH BARRIER-M40; APPROACH SLAB-M30; LEVELLING COURSE-M15; DIRT WALL & SLAB-M35; ABUTMENT & PIER-M45; PILE FOUNDATION-M35.
  • p2CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS: FOUNDATION...75mm; SUBSTRUCTURE ABUTMENT & ABUTMENT CAP...45mm, PIER & PIER CAP...45mm; SUPERSTRUCTURE...45mm.
  • p2ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.
  • p2STRIP SEAL TYE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.
  • p2BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.
  • p2FRL, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.
  • p2DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.
  • p2BACK FILLING MATERIAL BEHIND ABUTMENT SHALL BE WELL COMPACTED AS PER APPENDIX 6 OF IRC 78:2014 & M O R T H SPECIFICATION BEFORE RESTING THE SUPERSTRUCTURE.
  • p2THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & 'SEVERE' EXPOSURE CONDITION.
  • p2DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.
  • p2THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, ø>32°, γ=2T/m3
  • p2THE PIERCAP TOP LEVEL HAS BEEN FIXED CONSIDERING 400mm DEPTH OF BRG. & PEDESTAL. IN CASE THE BEARING HEIGHT IS LESS THAN THAT OF 200mm THEN THE HEIGHT OF THE BEARING SHALL BE ADJUSTED IN 200mm PEDESTAL.
  • p2FOR DIMENSION & REINFORCEMENT DETAILS OF APPROACH SLAB, GAP SLAB, CRASH BARRIER & DRAINAGE SPOUTS REFER MISCELLANEOUS DRG.
  • p2TENTATIVE WORKING PILE LOAD AND SUBJECTED TO CHANGE AS PER DETAILED DESIGN:-

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

Page 1

crop

p01_r04

page 1 · bridge_deck_and_approach_p01_r04
Original
p01_r04
{
  "view": "Plan",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Marked at left with circle symbol, at centerline of expansion joint"
    },
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Marked at right with circle symbol"
    },
    {
      "name": "Crash Barrier",
      "tag": "",
      "shape": "linear/rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Labelled RCC CRASH BARRIER, runs along carriageway edge"
    },
    {
      "name": "Deck Slab / Carriageway",
      "tag": "",
      "shape": "rectangular/tapered in plan",
      "material": "",
      "count": 1,
      "note": "Shown in plan with joints/markings, width labelled"
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Located adjacent to carriageway, width dimensions given"
    },
    {
      "name": "Expansion Joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline marked at A1"
    },
    {
      "name": "Drainage/Deck inlet or joint markers",
      "tag": "",
      "shape": "small square symbols",
      "material": "",
      "count": 8,
      "note": "Repeated small square symbols along carriageway, spacing 5000 TYP, possibly scuppers or expansion joint markers"
    },
    {
      "name": "Trees/Vegetation symbols",
      "tag": "",
      "shape": "circular cluster symbols",
      "material": "",
      "count": 10,
      "note": "Landscaping symbols near abutment, likely tree plantation area or embankment slope planting"
    },
    {
      "name": "Wingwall/Slope hatching",
      "tag": "",
      "shape": "tapered hatched area",
      "material": "",
      "count": 1,
      "note": "Hatched fan-shaped area near A1 indicating slope or wingwall footprint"
    }
  ],
  "measurements": [
    {
      "label": "Overall length SQ",
      "value": "40000",
      "unit": "",
      "appliesTo": "A1 to P1 span, square measurement"
    },
    {
      "label": "Overall length SK",
      "value": "46189",
      "unit": "",
      "appliesTo": "A1 to P1 span, skew measurement"
    },
    {
      "label": "Length SQ",
      "value": "37761",
      "unit": "",
      "appliesTo": "partial span measurement, square"
    },
    {
      "label": "Length SK",
      "value": "43603",
      "unit": "",
      "appliesTo": "partial span measurement, skew"
    },
    {
      "label": "Offset SQ",
      "value": "1070",
      "unit": "",
      "appliesTo": "near A1, square"
    },
    {
      "label": "Offset SK",
      "value": "1236",
      "unit": "",
      "appliesTo": "near A1, skew"
    },
    {
      "label": "Offset SQ",
      "value": "1170",
      "unit": "",
      "appliesTo": "near P1, square"
    },
    {
      "label": "Offset SK",
      "value": "1350",
      "unit": "",
      "appliesTo": "near P1, skew"
    },
    {
      "label": "Typical spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "repeated square symbols along carriageway, TYP"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "footpath section"
    },
    {
      "label": "Width dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "edge strip near footpath"
    },
    {
      "label": "Width dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "strip near footpath"
    },
    {
      "label": "Width dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "lower left, near carriageway width label"
    },
    {
      "label": "Carriageway width",
      "value": "6550",
      "unit": "",
      "appliesTo": "width of carriageway, partially cut off (appears as '550 WIDTH')"
    },
    {
      "label": "Slab dimension",
      "value": "3500",
      "unit": "",
      "appliesTo": "slab width, near bottom left"
    },
    {
      "label": "Overall left dimension",
      "value": "40000",
      "unit": "",
      "appliesTo": "total width shown at far left vertical dimension"
    }
  ],
  "notes": [
    "TO DEWAS (direction arrow)",
    "5000 (TYP.)",
    "RCC CRASH BARRIER",
    "C OF EXP. JOINT",
    "C BRIDGE (RIGHT SIDE)"
  ],
  "labels": [
    "A1",
    "P1",
    "TO DEWAS",
    "FOOTPATH",
    "C BRIDGE (RIGHT SIDE)",
    "SLAB"
  ],
  "description": "This crop shows a plan view of a bridge approach and deck area between abutment A1 and pier P1, with overall span dimensions given in both square (SQ) and skew (SK) measurements. It details footpath and carriageway widths, an RCC crash barrier along the edge, typical spacing of deck elements at 5000 units, and a landscaped/vegetated area near the abutment with slope hatching, likely representing an embankment or wingwall zone."
}

p01_r04Plan

  • Drainage/Deck inlet or joint markers×8small square symbolsRepeated small square symbols along carriageway, spacing 5000 TYP, possibly scuppers or expansion joint markers

40000 Overall length SQ46189 Overall length SK37761 Length SQ43603 Length SK1070 Offset SQ1236 Offset SK1170 Offset SQ1350 Offset SK+8 more

crop

p01_r05

page 1 · bridge_deck_and_approach_slab_p01_r05
Original
p01_r05
{
  "view": "Plan",
  "objects": [
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular (skewed/angled)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One shown on each carriageway (left and right), abutting the abutment/expansion joint line, skewed relative to carriageway"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear, rectangular in section",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Runs along both edges of carriageway; small square/rectangular markers along its length possibly denoting posts or joints"
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": "1500mm wide strip on either outer edge of carriageway"
    },
    {
      "name": "Median",
      "tag": "",
      "shape": "linear strip",
      "material": "",
      "count": 1,
      "note": "Centerline of median (C/L OF MEDIAN) separating the two carriageways, 2900 wide"
    },
    {
      "name": "Expansion joint",
      "tag": "A1",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "C/L of expansion joint marked at top, aligned with grid/section marker A1"
    },
    {
      "name": "Carriageway",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": "13500 wide carriageway on each side (right side and left side of bridge)"
    },
    {
      "name": "Drainage/scupper symbols (small hatched squares)",
      "tag": "",
      "shape": "small square",
      "material": "",
      "count": 16,
      "note": "Repeated small square symbols along the crash barrier/approach slab edges, likely drainage spouts or expansion joint markers, spaced at 5000 (TYP.) intervals"
    },
    {
      "name": "Tree/landscaping symbols",
      "tag": "",
      "shape": "irregular circular clusters",
      "material": "",
      "count": null,
      "note": "Decorative planting symbols shown in the splayed embankment/wing areas at both ends of the plan, not a constructional item but shown for context"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "40000",
      "unit": "",
      "appliesTo": "total bridge width (top and bottom)"
    },
    {
      "label": "Carriageway width",
      "value": "16550",
      "unit": "",
      "appliesTo": "WIDTH CARRIAGEWAY (right and left)"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "CARRIAGEWAY (right and left)"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "FOOTPATH (both sides)"
    },
    {
      "label": "Barrier/edge offset",
      "value": "450",
      "unit": "",
      "appliesTo": "edge strip dimension, repeated at multiple locations"
    },
    {
      "label": "Offset",
      "value": "100",
      "unit": "",
      "appliesTo": "small edge strip dimension, repeated"
    },
    {
      "label": "Median width",
      "value": "2900",
      "unit": "",
      "appliesTo": "C/L OF MEDIAN spacing"
    },
    {
      "label": "Approach slab length",
      "value": "3500",
      "unit": "",
      "appliesTo": "APPROACH SLAB (both left and right)"
    },
    {
      "label": "Barrier/marker spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "typical spacing of RCC crash barrier markers (TYP.)"
    },
    {
      "label": "Square dimension",
      "value": "1070(SQ)",
      "unit": "",
      "appliesTo": "unlabeled dimension near C/L of exp. joint"
    },
    {
      "label": "Skew dimension",
      "value": "1236(SK)",
      "unit": "",
      "appliesTo": "unlabeled dimension near C/L of exp. joint"
    },
    {
      "label": "Square dimension",
      "value": "40000(SQ)",
      "unit": "",
      "appliesTo": "overall length square measurement"
    },
    {
      "label": "Skew dimension",
      "value": "46189(SK)",
      "unit": "",
      "appliesTo": "overall length skew measurement"
    },
    {
      "label": "Square dimension",
      "value": "37761(SQ)",
      "unit": "",
      "appliesTo": "secondary length square measurement"
    },
    {
      "label": "Skew dimension",
      "value": "43603(SK)",
      "unit": "",
      "appliesTo": "secondary length skew measurement"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "APPROACH SLAB",
    "C/L OF EXP. JOINT",
    "C/L OF MEDIAN",
    "C/L BRIDGE (RIGHT SIDE)",
    "C/L BRIDGE (LEFT SIDE)"
  ],
  "labels": [
    "TO DEWAS",
    "TO PIKARADIYA",
    "A1",
    "FOOTPATH",
    "CARRIAGEWAY",
    "WIDTH CARRIAGEWAY",
    "RCC CRASH BARRIER",
    "5000 (TYP.)"
  ],
  "description": "This crop is a plan view of a bridge approach layout showing two carriageways (right side going to Dewas, left side/return to Pikaradiya) separated by a median, with footpaths, RCC crash barriers, and skewed approach slabs at the abutment/expansion joint line marked A1. Dimensions define overall width (40000), carriageway widths (16550/13500), footpath (1500), median (2900), approach slab length (3500), and barrier marker spacing (5000 TYP.), along with square and skew length callouts for the bridge. Decorative tree symbols indicate embankment/landscaped areas at both ends but are not structural elements documented in detail here."
}

p01_r05Plan

  • Drainage/scupper symbols (small hatched squares)×16small squareRepeated small square symbols along the crash barrier/approach slab edges, likely drainage spouts or expansion joint markers, spaced at 5000 (TYP.) intervals

40000 Overall width16550 Carriageway width13500 Carriageway width1500 Footpath width450 Barrier/edge offset100 Offset2900 Median width3500 Approach slab length+7 more

crop

p01_r09

page 1 · bridge_deck_and_foundation_layout_p01_r09
Original
p01_r09
{
  "view": "Plan",
  "objects": [
    {
      "name": "Pier/Pier cap",
      "tag": "P1",
      "shape": "skewed rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "marked at top left, deck level plan side"
    },
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "skewed rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "marked at top right with centerline of expansion joint noted"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "runs along both edges of deck in deck-level half plan"
    },
    {
      "name": "Pile / foundation element",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 18,
      "note": "shown as circles in foundation-level half plan, arranged in skewed grid rows"
    },
    {
      "name": "Deck slab girders/beams (shown as parallel lines)",
      "tag": "",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": null,
      "note": "multiple parallel lines representing girder layout in deck-level plan"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "centerline of expansion joint noted near A1"
    },
    {
      "name": "Median/paved shoulder area",
      "tag": "",
      "shape": "trapezoidal",
      "material": "",
      "count": 1,
      "note": "partial label 'MEDI...P...' visible near right side, likely median or paved shoulder"
    },
    {
      "name": "Drainage/scupper symbols",
      "tag": "",
      "shape": "small square/diamond",
      "material": "",
      "count": 6,
      "note": "symbols along bottom edge of deck-level plan, possibly weep holes or drain spouts"
    }
  ],
  "measurements": [
    {
      "label": "Overall span (square)",
      "value": "40000",
      "unit": "",
      "appliesTo": "deck plan, P1 to A1"
    },
    {
      "label": "Overall span (skew)",
      "value": "46189",
      "unit": "",
      "appliesTo": "deck plan, P1 to A1"
    },
    {
      "label": "Offset at P1 (square)",
      "value": "1170",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Offset at P1 (skew)",
      "value": "1350",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Girder spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "deck level plan, repeated 4 times"
    },
    {
      "label": "Total width (deck level)",
      "value": "16550",
      "unit": "",
      "appliesTo": "deck level plan cross dimension"
    },
    {
      "label": "Offset (square) top",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck level plan edge offset"
    },
    {
      "label": "Offset (square) bottom",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck level plan edge offset"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "degrees",
      "appliesTo": "deck geometry, skew callout"
    },
    {
      "label": "Barrier/beam spacing typical",
      "value": "5000",
      "unit": "",
      "appliesTo": "RCC crash barrier / beam spacing, typical"
    },
    {
      "label": "Pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "foundation level plan, repeated 4 times"
    },
    {
      "label": "Total width (foundation level)",
      "value": "16550",
      "unit": "",
      "appliesTo": "foundation level plan cross dimension"
    },
    {
      "label": "Offset (foundation level) top",
      "value": "775",
      "unit": "",
      "appliesTo": "foundation level plan edge offset"
    },
    {
      "label": "Offset (foundation level) bottom",
      "value": "775",
      "unit": "",
      "appliesTo": "foundation level plan edge offset"
    },
    {
      "label": "Scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "drawing scale"
    }
  ],
  "notes": [
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)",
    "30° SKEW",
    "5000 (TYP.)"
  ],
  "labels": [
    "P1",
    "A1",
    "TO KHANDWA",
    "C OF EXP. JOINT",
    "RCC CRASH BARRIER",
    "INDEPENDENT R... (partial, cut off)",
    "MEDI... P... (partial, cut off)"
  ],
  "description": "This crop shows two half-plan drawings of a skewed bridge span between pier P1 and abutment A1: the left half depicts the deck level with crash barriers, girder lines, and drainage symbols along a 30° skewed edge, while the right half shows the foundation level with a grid of circular pile marks at a skew, both plans dimensioned in millimeters with overall span, offsets, and spacing values. The drawing documents the deck layout and corresponding foundation/pile arrangement for a single span, including skew geometry and edge offsets, but does not show the full width of the bridge (only one half plan of each level is presented)."
}

p01_r09Plan

  • Drainage/scupper symbols×6small square/diamondsymbols along bottom edge of deck-level plan, possibly weep holes or drain spouts

40000 Overall span (square)46189 Overall span (skew)1170 Offset at P1 (square)1350 Offset at P1 (skew)3500 Girder spacing16550 Total width (deck level)1275 Offset (square) top1275 Offset (square) bottom+7 more

crop

p01_r06

page 1 · bridge_deck_approach_slab_and_crash_barrier_p01_r06
Original
p01_r06
{
  "view": "Plan",
  "objects": [
    {
      "name": "Crash Barrier",
      "tag": "",
      "shape": "linear (rectangular in section, RCC parapet type)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "labelled RCC CRASH BARRIER, runs along edge of deck"
    },
    {
      "name": "Pier/Support Marker",
      "tag": "P1",
      "shape": "circular marker",
      "material": "",
      "count": 1,
      "note": "circled tag denoting a pier or reference point at skewed edge"
    },
    {
      "name": "Drainage Inlet/Scupper",
      "tag": "",
      "shape": "small rectangular symbol with cross hatch",
      "material": "",
      "count": 4,
      "note": "repeated symbols spaced at 5000 (TYP.) along the barrier line, likely deck drainage outlets"
    },
    {
      "name": "Deck Joint/Expansion Marker",
      "tag": "",
      "shape": "small square with diagonal hatch",
      "material": "",
      "count": 3,
      "note": "square markers along skewed edge, possibly bearing or joint locations"
    },
    {
      "name": "Approach/Deck Slab Lines",
      "tag": "",
      "shape": "parallel linear lines",
      "material": "",
      "count": null,
      "note": "multiple parallel lines representing lane/deck edges or reinforcement layout, partially visible"
    }
  ],
  "measurements": [
    {
      "label": "46189(SK)",
      "value": "46189",
      "unit": "",
      "appliesTo": "overall skew dimension line, top"
    },
    {
      "label": "43603(SK)",
      "value": "43603",
      "unit": "",
      "appliesTo": "skew dimension line, second from top"
    },
    {
      "label": "1170(SQ)",
      "value": "1170",
      "unit": "",
      "appliesTo": "square dimension near P1"
    },
    {
      "label": "1350(SK)",
      "value": "1350",
      "unit": "",
      "appliesTo": "skew dimension near P1"
    },
    {
      "label": "5000 (TYP.)",
      "value": "5000",
      "unit": "",
      "appliesTo": "typical spacing of drainage/inlet symbols along barrier"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER"
  ],
  "labels": [
    "46189(SK)",
    "43603(SK)",
    "1170(SQ)",
    "1350(SK)",
    "5000 (TYP.)",
    "P1"
  ],
  "description": "This crop shows a partial plan view of a bridge deck edge featuring an RCC crash barrier running along the top edge, with repeated drainage/inlet symbols spaced at a typical 5000 unit interval. A circled reference point labelled P1 marks a skewed dimension line near the right edge, with associated square (SQ) and skew (SK) dimensions. The view appears to be a fragment of a larger deck plan, showing only the barrier line and part of the deck geometry without full structural context."
}

p01_r06Plan

  • Drainage Inlet/Scupper×4small rectangular symbol with cross hatchrepeated symbols spaced at 5000 (TYP.) along the barrier line, likely deck drainage outlets

46189 46189(SK)43603 43603(SK)1170 1170(SQ)1350 1350(SK)5000 5000 (TYP.)

crop

p01_r05 half plan showing deck level

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r05_half_plan_showing_deck_level
Original
p01_r05 half plan showing deck level
{
  "view": "Plan",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "rectangular, skewed alignment",
      "material": "reinforced concrete",
      "count": 1,
      "note": "marked with detail bubble A1 at centerline of expansion joint"
    },
    {
      "name": "Approach Slab",
      "tag": "",
      "shape": "rectangular, skewed",
      "material": "reinforced concrete",
      "count": 2,
      "note": "one each for right and left carriageway"
    },
    {
      "name": "Expansion Joint",
      "tag": "",
      "shape": "linear, skewed",
      "material": "",
      "count": 1,
      "note": "centerline shown at abutment A1, dimensions 1070(SQ)/1236(SK)"
    },
    {
      "name": "RCC Crash Barrier",
      "tag": "",
      "shape": "linear, rectangular section",
      "material": "reinforced concrete",
      "count": 2,
      "note": "one along median edge, one along outer edge; callout leader shown"
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "linear strip",
      "material": "",
      "count": 2,
      "note": "1500mm wide footpaths on outer edges of both carriageways"
    },
    {
      "name": "Median",
      "tag": "",
      "shape": "linear strip",
      "material": "",
      "count": 1,
      "note": "centerline of median between two carriageways, width 2900"
    },
    {
      "name": "Drainage Inlet / Scupper",
      "tag": "",
      "shape": "small square symbol",
      "material": "",
      "count": 10,
      "note": "repeated small square symbols along carriageway edges, likely drainage spouts/scuppers"
    },
    {
      "name": "Trees/Vegetation",
      "tag": "",
      "shape": "irregular clusters",
      "material": "",
      "count": null,
      "note": "shown symbolically at both approach ends, not a constructional item but indicates existing ground/landscape"
    },
    {
      "name": "Expansion Joint Marks (Small triangular symbols)",
      "tag": "",
      "shape": "triangular symbols in a row",
      "material": "",
      "count": 7,
      "note": "repeated symbols along top edge of carriageway, likely joint or marker locations"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "40000",
      "unit": "mm",
      "appliesTo": "cross-section width, both sides"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "mm",
      "appliesTo": "Footpath"
    },
    {
      "label": "Kerb/edge strip",
      "value": "100",
      "unit": "mm",
      "appliesTo": "edge strip adjacent to footpath"
    },
    {
      "label": "Crash barrier offset",
      "value": "450",
      "unit": "mm",
      "appliesTo": "RCC Crash Barrier position, repeated multiple locations"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "mm",
      "appliesTo": "Carriageway (right and left)"
    },
    {
      "label": "Bridge width (right/left)",
      "value": "16550",
      "unit": "mm",
      "appliesTo": "Bridge width, right and left side"
    },
    {
      "label": "Median width",
      "value": "2900",
      "unit": "mm",
      "appliesTo": "Median"
    },
    {
      "label": "Approach slab length",
      "value": "3500",
      "unit": "mm",
      "appliesTo": "Approach Slab, both sides"
    },
    {
      "label": "Expansion joint offset (square)",
      "value": "1070",
      "unit": "mm",
      "appliesTo": "Expansion Joint (SQ)"
    },
    {
      "label": "Expansion joint offset (skew)",
      "value": "1236",
      "unit": "mm",
      "appliesTo": "Expansion Joint (SK)"
    },
    {
      "label": "Overall dimension (square)",
      "value": "40000",
      "unit": "mm",
      "appliesTo": "overall plan dimension SQ"
    },
    {
      "label": "Overall dimension (skew)",
      "value": "46189",
      "unit": "mm",
      "appliesTo": "overall plan dimension SK"
    },
    {
      "label": "Secondary overall dimension (square)",
      "value": "37761",
      "unit": "mm",
      "appliesTo": "secondary plan dimension SQ"
    },
    {
      "label": "Secondary overall dimension (skew)",
      "value": "43603",
      "unit": "mm",
      "appliesTo": "secondary plan dimension SK"
    },
    {
      "label": "Typical spacing",
      "value": "5000",
      "unit": "mm",
      "appliesTo": "repeated spacing marks along carriageway (TYP.)"
    }
  ],
  "notes": [
    "TO DEWAS",
    "TO PIKARADIYA",
    "5000 (TYP.)",
    "RCC CRA... (truncated, likely 'RCC CRASH BARRIER')",
    "RCC CRASH BARRIER"
  ],
  "labels": [
    "A1",
    "C OF EXP. JOINT",
    "C BRIDGE (RIGHT SIDE)",
    "C BRIDGE (LEFT SIDE)",
    "C OF MEDIAN",
    "APPROACH SLAB",
    "FOOTPATH",
    "16550 WIDTH",
    "13500 CARRIAGEWAY"
  ],
  "description": "This crop shows a plan view of a bridge deck and its approach slabs at abutment A1, including dimensions for carriageway widths, footpaths, median, and expansion joint offsets for both square (SQ) and skew (SK) alignments. It also shows RCC crash barriers along both carriageways and directional labels indicating traffic flow toward Dewas and Pikaradiya. The drawing is a fragment of a larger bridge general arrangement plan, focusing on one end (abutment A1) with symbolic tree/vegetation representation at both approach ends."
}

p01_r05 half plan showing deck levelPlan

  • Drainage Inlet / Scupper×10small square symbolrepeated small square symbols along carriageway edges, likely drainage spouts/scuppers

40000 mm Overall width1500 mm Footpath width100 mm Kerb/edge strip450 mm Crash barrier offset13500 mm Carriageway width16550 mm Bridge width (right/left)2900 mm Median width3500 mm Approach slab length+7 more

crop

p01_r09 half plan showing deck level

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r09_half_plan_showing_deck_level
Original
p01_r09 half plan showing deck level
{
  "view": "Plan",
  "objects": [
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "circular (in plan)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked at top of deck-level plan, at skewed end of span"
    },
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked at top of foundation-level plan, near expansion joint centerline"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "rectangular (in plan, linear)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown along both edges of deck in deck-level plan, labeled RCC CRASH BARRIER and CRASH BARRIER"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 24,
      "note": "Circular piles shown in foundation-level half plan, arranged in rows"
    },
    {
      "name": "Bearing/pedestal",
      "tag": "",
      "shape": "square",
      "material": "reinforced concrete",
      "count": 10,
      "note": "Small square marks along skewed edge of deck-level plan, likely bearing or drainage inlet locations"
    },
    {
      "name": "Drainage inlet/scupper",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 5,
      "note": "Small hatched symbols spaced along the bottom edge of deck plan (5000 typ. spacing)"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline of expansion joint noted near A1"
    }
  ],
  "measurements": [
    {
      "label": "Overall span length (square)",
      "value": "40000",
      "unit": "",
      "appliesTo": "deck span between P1 and A1"
    },
    {
      "label": "Overall span length (skew)",
      "value": "46189",
      "unit": "",
      "appliesTo": "deck span between P1 and A1, skewed measurement"
    },
    {
      "label": "Offset from crash barrier (square)",
      "value": "1170",
      "unit": "",
      "appliesTo": "crash barrier setback, square"
    },
    {
      "label": "Offset from crash barrier (skew)",
      "value": "1350",
      "unit": "",
      "appliesTo": "crash barrier setback, skew"
    },
    {
      "label": "Girder spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "deck level girders, repeated 4 times"
    },
    {
      "label": "Total width (deck level)",
      "value": "16550",
      "unit": "",
      "appliesTo": "deck level plan overall width"
    },
    {
      "label": "Edge offset (deck level)",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck level plan edge dimension, top and bottom"
    },
    {
      "label": "Girder spacing (foundation level)",
      "value": "3750",
      "unit": "",
      "appliesTo": "foundation level plan, pile/girder spacing, repeated 4 times"
    },
    {
      "label": "Total width (foundation level)",
      "value": "16550",
      "unit": "",
      "appliesTo": "foundation level plan overall width"
    },
    {
      "label": "Edge offset (foundation level)",
      "value": "775",
      "unit": "",
      "appliesTo": "foundation level plan edge dimension, top and bottom"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "degrees",
      "appliesTo": "deck skew angle at P1"
    },
    {
      "label": "Typical spacing of inlets/scuppers",
      "value": "5000",
      "unit": "",
      "appliesTo": "drainage inlet spacing along bottom edge of deck plan"
    }
  ],
  "notes": [
    "30° SKEW",
    "TYP.",
    "TO KHANDWA",
    "C OF EXP. JOINT",
    "INDEPENDENT",
    "ME... (text cut off, illegible)"
  ],
  "labels": [
    "P1",
    "A1",
    "CRASH BARRIER",
    "RCC CRASH BARRIER",
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)"
  ],
  "description": "This crop shows two half plans of a skewed bridge span between pier P1 and abutment A1: the left half depicts the deck level plan with crash barriers, girder lines, and drainage inlet locations along a 30° skew, while the right half shows the foundation level plan with circular piles arranged in rows beneath the deck. Key dimensions include overall span lengths (square and skew), girder/pile spacing, and edge offsets, all drawn at scale 1:300. The drawing documents part of the deck and foundation layout for a skewed bridge structure, including labels for direction ('TO KHANDWA') and expansion joint location."
}

p01_r09 half plan showing deck levelPlan

  • Drainage inlet/scupper×5rectangularSmall hatched symbols spaced along the bottom edge of deck plan (5000 typ. spacing)

40000 Overall span length (square)46189 Overall span length (skew)1170 Offset from crash barrier (square)1350 Offset from crash barrier (skew)3500 Girder spacing16550 Total width (deck level)1275 Edge offset (deck level)3750 Girder spacing (foundation level)+4 more

Page 2

crop

p02_r06 notes of general design notes

page 2 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p02_r06_notes_of_general_design_notes
Original
p02_r06 notes of general design notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC precast girder",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Referenced in concrete grade note (M50)"
    },
    {
      "name": "R.C.C. cast in situ deck slab",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade M45"
    },
    {
      "name": "R.C.C. end cross girder",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade M45"
    },
    {
      "name": "R.C.C. intermediate cross girder",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade M45"
    },
    {
      "name": "Bearing pedestal",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade M50"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade M40"
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade M30"
    },
    {
      "name": "Levelling course",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade M15"
    },
    {
      "name": "Dirt wall & slab",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade M35"
    },
    {
      "name": "Abutment",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade M45; part of abutment & pier group"
    },
    {
      "name": "Pier",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade M45; part of abutment & pier group"
    },
    {
      "name": "Pile foundation",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade M35"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Strip seal type as per MORTH specification"
    },
    {
      "name": "Drainage spout",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Provided in deck slab per MORTH specification"
    },
    {
      "name": "Bituminous concrete layer",
      "tag": "",
      "shape": "",
      "material": "bituminous concrete",
      "count": null,
      "note": "50mm thick, single layer"
    },
    {
      "name": "RE wall / backfill",
      "tag": "",
      "shape": "",
      "material": "selected earth fill",
      "count": null,
      "note": "Behind RE wall, properties C=0, phi>32°, gamma=2T/m3"
    },
    {
      "name": "Gap slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for dimension & reinforcement details in miscellaneous drawing"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Tentative working pile load table given"
    }
  ],
  "measurements": [
    {
      "label": "Clear cover - Foundation",
      "value": "75",
      "unit": "mm",
      "appliesTo": "Foundation"
    },
    {
      "label": "Clear cover - Abutment & Abutment Cap",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Abutment"
    },
    {
      "label": "Clear cover - Pier & Pier Cap",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Pier"
    },
    {
      "label": "Clear cover - Superstructure",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Superstructure"
    },
    {
      "label": "Bituminous concrete thickness",
      "value": "50",
      "unit": "MM",
      "appliesTo": "Bituminous concrete layer"
    },
    {
      "label": "Bearing/pedestal depth basis",
      "value": "400",
      "unit": "mm",
      "appliesTo": "Pier cap / Bearing pedestal"
    },
    {
      "label": "Minimum bearing height threshold",
      "value": "200",
      "unit": "mm",
      "appliesTo": "Bearing"
    },
    {
      "label": "Pedestal adjustment height",
      "value": "200",
      "unit": "mm",
      "appliesTo": "Pedestal"
    },
    {
      "label": "Max vertical pile load",
      "value": "300",
      "unit": "T",
      "appliesTo": "Pile"
    },
    {
      "label": "Lateral pile load",
      "value": "50",
      "unit": "T",
      "appliesTo": "Pile"
    },
    {
      "label": "Selected earth fill cohesion",
      "value": "0",
      "unit": "",
      "appliesTo": "RE wall backfill"
    },
    {
      "label": "Selected earth fill friction angle",
      "value": ">32",
      "unit": "degrees",
      "appliesTo": "RE wall backfill"
    },
    {
      "label": "Selected earth fill unit weight",
      "value": "2",
      "unit": "T/m3",
      "appliesTo": "RE wall backfill"
    }
  ],
  "notes": [
    "ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.",
    "DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.",
    "THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.",
    "THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLASS A, ONE LANE CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R + ONE LANE OF 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED AS LIVE LOAD.",
    "GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONENTS SHALL BE AS FOLLOWS:- PSC PRECAST GIRDER-M50; R.C.C. CAST IN SITU DECK SLAB-M45; R.C.C. END CROSS GIRDER-M45; R.C.C. INTERMEDIATE CROSS GIRDER-M45; BEARING PEDESTAL-M50; CRASH BARRIER-M40; APPROACH SLAB-M30; LEVELLING COURSE-M15; DIRT WALL & SLAB-M35; ABUTMENT & PIER-M45; PILE FOUNDATION-M35.",
    "CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS: FOUNDATION...75mm; SUBSTRUCTURE ABUTMENT & ABUTMENT CAP...45mm, PIER & PIER CAP...45mm; SUPERSTRUCTURE...45mm.",
    "ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.",
    "STRIP SEAL TYE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.",
    "BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.",
    "FRL, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.",
    "DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.",
    "BACK FILLING MATERIAL BEHIND ABUTMENT SHALL BE WELL COMPACTED AS PER APPENDIX 6 OF IRC 78:2014 & M O R T H SPECIFICATION BEFORE RESTING THE SUPERSTRUCTURE.",
    "THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & 'SEVERE' EXPOSURE CONDITION.",
    "DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.",
    "THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, ø>32°, γ=2T/m3",
    "THE PIERCAP TOP LEVEL HAS BEEN FIXED CONSIDERING 400mm DEPTH OF BRG. & PEDESTAL. IN CASE THE BEARING HEIGHT IS LESS THAN THAT OF 200mm THEN THE HEIGHT OF THE BEARING SHALL BE ADJUSTED IN 200mm PEDESTAL.",
    "FOR DIMENSION & REINFORCEMENT DETAILS OF APPROACH SLAB, GAP SLAB, CRASH BARRIER & DRAINAGE SPOUTS REFER MISCELLANEOUS DRG.",
    "TENTATIVE WORKING PILE LOAD AND SUBJECTED TO CHANGE AS PER DETAILED DESIGN:-"
  ],
  "labels": [
    "NOTES:",
    "MAX. VERTICAL LOAD",
    "LATERAL LOAD"
  ],
  "description": "This crop is a general notes block (Sheet page 2) for a bridge project, listing 18 numbered construction notes covering dimensioning conventions, live load design basis, concrete grades for each structural component, reinforcement clear cover requirements, rebar material specification, expansion joint and drainage spout provisions, backfilling requirements, seismic/wind zone classification, and a tentative pile load table. It contains no plan, section, or elevation geometry, only textual specifications and a small load table (max vertical load 300T, lateral load 50T) applicable to pile foundations."
}

p02_r06 notes of general design notesNotes

  • Drainage spoutProvided in deck slab per MORTH specification

75 mm Clear cover - Foundation45 mm Clear cover - Abutment & Abutment Cap45 mm Clear cover - Pier & Pier Cap45 mm Clear cover - Superstructure50 MM Bituminous concrete thickness400 mm Bearing/pedestal depth basis200 mm Minimum bearing height threshold200 mm Pedestal adjustment height+5 more