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Deck Continuity

1 page · 7 crops · ×7 · deck

⚠ No class in the bridge ontology fits this itemAdd a class

Deck continuity slab/joint is a distinct concept from expansion joints; ontology has no matching continuity-slab class.

How the sheets named it

Deck continuity slab/jointDeck slab / deck continuityDeck Continuity JointDeck slab with deck continuity jointDeck Continuity Slab

Notes on the sheets that carry it

  • 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 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)
  • p2RCC CRASH BARRIER
  • p2FRL
  • p2DECK CONTINUITY
  • p2PRECAST PSC GIRDER (TYP.)
  • p2RCC SEISMIC STOPPER
  • p2POT-PTFE BEARING (TYP.)
  • p2RCC COLUMN PIER
  • p2RCC PILECAP
  • p21200 DIA BORED CAST-IN-SITU PILES
  • p2CHAMFER

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

Page 2

crop

p02_r10

page 2 · bridge_pier_and_foundation_p02_r10
Original
p02_r10
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "column, circular in elevation (rectangular cap)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Labelled RCC COLUMN PIER, shown as single circular/cylindrical shaft below pier cap"
    },
    {
      "name": "Pier cap / bearing pedestal",
      "tag": "",
      "shape": "rectangular, stepped",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Supports bearings, dimensioned 1500 depth split into 750+750"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "rectangular profile",
      "material": "reinforced concrete",
      "count": 2,
      "note": "RCC CRASH BARRIER at each edge of deck, 230 height shown both sides"
    },
    {
      "name": "PSC Girder",
      "tag": "",
      "shape": "I-girder (tapered flange, shown in section as vertical hatched webs)",
      "material": "precast concrete",
      "count": 2,
      "note": "PRECAST PSC GIRDER (TYP.), one on each side of pier centerline"
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "rectangular, pot type",
      "material": "elastomeric/PTFE composite",
      "count": 4,
      "note": "POT-PTFE BEARING (TYP.), two pairs shown symmetric about centerline"
    },
    {
      "name": "Seismic stopper",
      "tag": "",
      "shape": "rectangular block",
      "material": "reinforced concrete",
      "count": 2,
      "note": "RCC SEISMIC STOPPER shown at bearing locations"
    },
    {
      "name": "Deck continuity slab/joint",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "DECK CONTINUITY labelled at top center over pier"
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "RCC PILECAP, dashed outline, depth 1800"
    },
    {
      "name": "Bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "1200 DIA BORED CAST-IN-SITU PILES, shown in section with hooked reinforcement ends"
    }
  ],
  "measurements": [
    {
      "label": "Distance from centerline to bearing",
      "value": "1170",
      "unit": "",
      "appliesTo": "square span layout"
    },
    {
      "label": "Distance from centerline to bearing (skew)",
      "value": "1350",
      "unit": "",
      "appliesTo": "skew span layout"
    },
    {
      "label": "Bearing gap at centerline of pier",
      "value": "1500",
      "unit": "",
      "appliesTo": "skew (SK) dimension between bearings"
    },
    {
      "label": "Crash barrier height",
      "value": "230",
      "unit": "",
      "appliesTo": "RCC crash barrier, both sides"
    },
    {
      "label": "Girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "PRECAST PSC GIRDER, both sides"
    },
    {
      "label": "Pier cap total depth",
      "value": "1500",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "Pier cap depth split (upper)",
      "value": "750",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "Pier cap depth split (lower)",
      "value": "750",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "Pier cap width square",
      "value": "3640",
      "unit": "",
      "appliesTo": "pier cap (SQ)"
    },
    {
      "label": "Pier cap width skew",
      "value": "4203",
      "unit": "",
      "appliesTo": "pier cap (SK)"
    },
    {
      "label": "Pier shaft width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "Pile cap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Edge distance from pile to pile cap edge",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap, both sides"
    },
    {
      "label": "Pile spacing center to center",
      "value": "3600",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "Total pile cap width",
      "value": "5100",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "bored cast-in-situ piles"
    }
  ],
  "notes": [],
  "labels": [
    "P1",
    "℄ OF BRG.",
    "FRL",
    "RCC CRASH BARRIER",
    "DECK CONTINUITY",
    "PRECAST PSC GIRDER (TYP.)",
    "RCC SEISMIC STOPPER",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "1200 DIA BORED CAST-IN-SITU PILES",
    "SECTION P-P"
  ],
  "description": "This crop is a cross section through bridge pier P1, showing the deck/girder arrangement, pot-PTFE bearings with seismic stoppers atop a stepped pier cap, a single circular RCC column pier shaft, and below-ground an RCC pile cap supported on two 1200mm diameter bored cast-in-situ piles. It documents the substructure geometry and key dimensions (bearing spacing, pier cap and shaft sizes, pile cap depth, pile spacing) for pier P1, distinguishing square (SQ) and skew (SK) dimensions where the bridge is skewed.  The section title 'SECTION P-P' appears partially cut off at the bottom edge."
}

p02_r10Cross Section

  • Deck continuity slab/joint×1rectangularreinforced concreteDECK CONTINUITY labelled at top center over pier

1170 Distance from centerline to bearing1350 Distance from centerline to bearing (skew)1500 Bearing gap at centerline of pier230 Crash barrier height2650 Girder depth1500 Pier cap total depth750 Pier cap depth split (upper)750 Pier cap depth split (lower)+8 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

  • Deck Continuity×1concreteLabelled DECK CONTINUITY at pier P1 location

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

pier_p1

page 2 · pier_p1
Original
pier_p1
{
  "view": "Section",
  "objects": [
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Overall pier assembly shown in Section B-B, including cap, column, pile cap and piles"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown at deck edges, height 230 dimensioned"
    },
    {
      "name": "Deck slab / deck continuity",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuity joint at centerline of bridge"
    },
    {
      "name": "Precast PSC girder",
      "tag": "TYP.",
      "shape": "tapered/I-section (hatched)",
      "material": "precast concrete",
      "count": 2,
      "note": "Shown both sides of pier, depth 2650"
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "TYP.",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Located atop pier cap under girders"
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Centered on pier cap between bearings"
    },
    {
      "name": "Pier cap / pier head",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Overall plan dimension 3640(SQ)/4203(SK), height 1500 split into two 750 segments"
    },
    {
      "name": "RCC column pier",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Width 1500 shown in elevation; cross-section 1500x1000 with 25x25 chamfer shown separately"
    },
    {
      "name": "RCC pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Depth 1800, length 5100 (3600 between piles + 750 each side)"
    },
    {
      "name": "Bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "1200 mm diameter piles under pile cap"
    }
  ],
  "measurements": [
    {
      "label": "Distance to bearing centerline (SQ)",
      "value": "1170",
      "unit": "",
      "appliesTo": "pier cap/bearing layout"
    },
    {
      "label": "Distance to bearing centerline (SK)",
      "value": "1350",
      "unit": "",
      "appliesTo": "pier cap/bearing layout"
    },
    {
      "label": "Crash barrier height",
      "value": "230",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "Girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "Precast PSC girder"
    },
    {
      "label": "Seismic stopper/bearing gap width (SK)",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC seismic stopper / pier cap"
    },
    {
      "label": "Pier cap height segment",
      "value": "750",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap height segment (second)",
      "value": "750",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap total height",
      "value": "1500",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap plan dimension (SQ)",
      "value": "3640",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap plan dimension (SK)",
      "value": "4203",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Column width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "Pile cap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pile cap"
    },
    {
      "label": "Distance between piles",
      "value": "3600",
      "unit": "",
      "appliesTo": "RCC pile cap"
    },
    {
      "label": "Edge distance to pile",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pile cap"
    },
    {
      "label": "Pile cap total length",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pile cap"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "Section width",
      "value": "1500",
      "unit": "",
      "appliesTo": "Section at pier location"
    },
    {
      "label": "Section depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "Section at pier location"
    },
    {
      "label": "Chamfer size",
      "value": "25",
      "unit": "",
      "appliesTo": "Section at pier location (chamfer)"
    },
    {
      "label": "Chamfer size (second dimension)",
      "value": "25",
      "unit": "",
      "appliesTo": "Section at pier location (chamfer)"
    },
    {
      "label": "Scale of Section B-B",
      "value": "1:150",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Scale of Section at Pier Location",
      "value": "1:25",
      "unit": "",
      "appliesTo": "Section at pier location"
    }
  ],
  "notes": [],
  "labels": [
    "P1",
    "℄ OF BRG.",
    "RCC CRASH BARRIER",
    "FRL",
    "DECK CONTINUITY",
    "PRECAST PSC GIRDER (TYP.)",
    "POT-PTFE BEARING (TYP.)",
    "RCC SEISMIC STOPPER",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "1200 DIA BORED CAST-IN-SITU PILES",
    "SECTION B-B",
    "(SCALE 1:150)",
    "SECTION AT PIER LOCATION",
    "(SCALE 1:25)",
    "CHAMFER 25X25"
  ],
  "description": "This crop shows two related structural sections for pier P1: a full-height Section B-B through the pier (from deck bearings down through the pier cap, column, pile cap and two bored piles) and a separate detail 'Section at Pier Location' showing the pier column's cross-sectional shape with chamfered corners. Dimensions cover crash barrier and girder depths, bearing spacing, pier cap and column sizes, pile cap dimensions, and pile diameter, documenting the concrete substructure elements supporting the superstructure at this pier."
}

pier_p1Section

  • Deck slab / deck continuity×1rectangularreinforced concreteContinuity joint at centerline of bridge

1170 Distance to bearing centerline (SQ)1350 Distance to bearing centerline (SK)230 Crash barrier height2650 Girder depth1500 Seismic stopper/bearing gap width (SK)750 Pier cap height segment750 Pier cap height segment (second)1500 Pier cap total height+14 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

  • Deck continuity×1reinforced concreteDeck continuity joint over pier P1

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

  • Deck Continuity Joint×1linear jointLabeled at top of deck near P1

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_r09 section b b

page 2 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p02_r09_section_b_b
Original
p02_r09 section b b
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Pier cap / pier bearing seat",
      "tag": "P1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap supporting bearings and seismic stopper, shown at top of column pier"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown atop deck on both sides"
    },
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "tapered/I-section (haunched)",
      "material": "precast concrete",
      "count": 2,
      "note": "Typical girder either side of pier centerline"
    },
    {
      "name": "Deck slab with deck continuity joint",
      "tag": "",
      "shape": "flat slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuity over pier"
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "elastomeric/PTFE composite",
      "count": 2,
      "note": "Typical bearing, one per girder line"
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular block",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Located between bearings at pier cap"
    },
    {
      "name": "RCC column pier",
      "tag": "",
      "shape": "rectangular/circular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Single column shaft below pier cap"
    },
    {
      "name": "RCC pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "1200 dia piles shown in section, part of larger group"
    },
    {
      "name": "Chamfer detail",
      "tag": "SECTION A",
      "shape": "rectangular with chamfered corner",
      "material": "concrete",
      "count": 1,
      "note": "Shown in adjacent small detail, partially cropped"
    }
  ],
  "measurements": [
    {
      "label": "Distance from bearing centerline to edge (SQ)",
      "value": "1170",
      "unit": "mm",
      "appliesTo": "deck/pier cap"
    },
    {
      "label": "Distance from bearing centerline to edge (SK)",
      "value": "1350",
      "unit": "mm",
      "appliesTo": "deck/pier cap"
    },
    {
      "label": "Barrier height",
      "value": "230",
      "unit": "mm",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "Girder depth",
      "value": "2650",
      "unit": "mm",
      "appliesTo": "Precast PSC girder"
    },
    {
      "label": "Bearing seat width (SK)",
      "value": "1500",
      "unit": "mm",
      "appliesTo": "pier cap/bearing area"
    },
    {
      "label": "Pier cap layer thickness",
      "value": "750",
      "unit": "mm",
      "appliesTo": "pier cap"
    },
    {
      "label": "Pier cap layer thickness",
      "value": "750",
      "unit": "mm",
      "appliesTo": "pier cap"
    },
    {
      "label": "Total pier cap depth",
      "value": "1500",
      "unit": "mm",
      "appliesTo": "pier cap"
    },
    {
      "label": "Pier cap width (SQ)",
      "value": "3640",
      "unit": "mm",
      "appliesTo": "pier cap"
    },
    {
      "label": "Pier cap width (SK)",
      "value": "4203",
      "unit": "mm",
      "appliesTo": "pier cap"
    },
    {
      "label": "Column width",
      "value": "1500",
      "unit": "mm",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "Pile cap thickness",
      "value": "1800",
      "unit": "mm",
      "appliesTo": "RCC pile cap"
    },
    {
      "label": "Edge distance to pile",
      "value": "750",
      "unit": "mm",
      "appliesTo": "pile cap"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "mm",
      "appliesTo": "piles"
    },
    {
      "label": "Overall pile cap width",
      "value": "5100",
      "unit": "mm",
      "appliesTo": "pile cap"
    },
    {
      "label": "Edge distance to pile",
      "value": "750",
      "unit": "mm",
      "appliesTo": "pile cap"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "mm",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "Chamfer dimension",
      "value": "25",
      "unit": "mm",
      "appliesTo": "Section A chamfer detail"
    },
    {
      "label": "Chamfer dimension",
      "value": "25",
      "unit": "mm",
      "appliesTo": "Section A chamfer detail"
    },
    {
      "label": "Scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "Section B-B"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "FRL",
    "DECK CONTINUITY",
    "PRECAST PSC GIRDER (TYP.)",
    "RCC SEISMIC STOPPER",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "1200 DIA BORED CAST-IN-SITU PILES",
    "CHAMFER"
  ],
  "labels": [
    "P1",
    "C OF BRG.",
    "SECTION A",
    "SECTION B-B",
    "(SCALE 1:150)",
    "(SC..."
  ],
  "description": "This crop shows Section B-B, a cross section through a bridge pier (P1) at scale 1:150, illustrating the deck, PSC girders, crash barriers, pot-PTFE bearings, seismic stopper, pier cap, RCC column pier, pile cap, and two of the bored cast-in-situ piles with their spacing dimensions. A partial adjacent detail labeled 'SECTION A' shows a chamfer detail at a concrete edge, cut off at the right margin of the crop."
}

p02_r09 section b bCross Section

  • Deck slab with deck continuity joint×1flat slabreinforced concreteContinuity over pier

1170 mm Distance from bearing centerline to edge (SQ)1350 mm Distance from bearing centerline to edge (SK)230 mm Barrier height2650 mm Girder depth1500 mm Bearing seat width (SK)750 mm Pier cap layer thickness750 mm Pier cap layer thickness1500 mm Total pier cap depth+12 more

crop

p02_r10 section b b

page 2 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p02_r10_section_b_b
Original
p02_r10 section b b
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Crash Barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "labeled RCC CRASH BARRIER, on either side of deck"
    },
    {
      "name": "PSC Girder",
      "tag": "",
      "shape": "I-girder/tapered",
      "material": "precast concrete",
      "count": 2,
      "note": "labeled PRECAST PSC GIRDER (TYP.), shown schematically hatched"
    },
    {
      "name": "Deck Continuity Slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "deck continuity at pier top"
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "POT-PTFE BEARING (TYP.)"
    },
    {
      "name": "Seismic Stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "RCC SEISMIC STOPPER, hatched block at pier cap top"
    },
    {
      "name": "Pier Cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "cap supporting bearings above column"
    },
    {
      "name": "Column Pier",
      "tag": "P1",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "labeled RCC COLUMN PIER"
    },
    {
      "name": "Pile Cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "labeled RCC PILECAP, shown dashed (below ground/hidden)"
    },
    {
      "name": "Bored Cast-in-situ Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "labeled 1200 DIA BORED CAST-IN-SITU PILES, shown dashed"
    }
  ],
  "measurements": [
    {
      "label": "Barrier width offset",
      "value": "230",
      "unit": "",
      "appliesTo": "Crash Barrier (each side)"
    },
    {
      "label": "Girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "PSC Girder"
    },
    {
      "label": "Bearing spacing (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "C OF BRG. spacing left"
    },
    {
      "label": "Bearing spacing (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "C OF BRG. spacing left"
    },
    {
      "label": "Bearing spacing (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "C OF BRG. spacing right"
    },
    {
      "label": "Bearing spacing (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "C OF BRG. spacing right"
    },
    {
      "label": "Seismic stopper width (skew)",
      "value": "1500(SK)",
      "unit": "",
      "appliesTo": "RCC Seismic Stopper"
    },
    {
      "label": "Pier cap depth upper",
      "value": "750",
      "unit": "",
      "appliesTo": "Pier Cap"
    },
    {
      "label": "Pier cap depth lower",
      "value": "750",
      "unit": "",
      "appliesTo": "Pier Cap"
    },
    {
      "label": "Pier cap total depth",
      "value": "1500",
      "unit": "",
      "appliesTo": "Pier Cap"
    },
    {
      "label": "Pier cap width (square)",
      "value": "3640(SQ)",
      "unit": "",
      "appliesTo": "Pier Cap"
    },
    {
      "label": "Pier cap width (skew)",
      "value": "4203(SK)",
      "unit": "",
      "appliesTo": "Pier Cap"
    },
    {
      "label": "Column diameter",
      "value": "1500",
      "unit": "",
      "appliesTo": "Column Pier P1"
    },
    {
      "label": "Pile cap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "Pile Cap"
    },
    {
      "label": "Pile edge distance left",
      "value": "750",
      "unit": "",
      "appliesTo": "Pile Cap"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "Bored Piles"
    },
    {
      "label": "Pile edge distance right",
      "value": "750",
      "unit": "",
      "appliesTo": "Pile Cap"
    },
    {
      "label": "Pile cap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "Pile Cap"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "Bored Cast-in-situ Piles"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "FRL",
    "DECK CONTINUITY",
    "RCC SEISMIC STOPPER",
    "POT-PTFE BEARING (TYP.)",
    "PRECAST PSC GIRDER (TYP.)",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "P1",
    "C OF BRG."
  ],
  "description": "This crop is an elevation view of a bridge pier (marked P1) showing the deck cross-section above with crash barriers, precast PSC girders, deck continuity slab, pot-PTFE bearings and seismic stopper, resting on a pier cap supported by a single circular RCC column pier. Below ground, the column continues to a pile cap (shown dashed/hidden) founded on two 1200mm diameter bored cast-in-situ piles. Key dimensions for bearing spacing, pier cap size (square and skew), column diameter, pile cap dimensions, and pile spacing are annotated."
}

p02_r10 section b bElevation

  • Deck Continuity Slab×1rectangularreinforced concretedeck continuity at pier top

230 Barrier width offset2650 Girder depth1170(SQ) Bearing spacing (square)1350(SK) Bearing spacing (skew)1170(SQ) Bearing spacing (square)1350(SK) Bearing spacing (skew)1500(SK) Seismic stopper width (skew)750 Pier cap depth upper+11 more