Drawing to BOQpipeline control sheet
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Bored Cast-in-situ Pile

3 pages · 6 crops · ×66 · foundation

Matched toBored Cast-in-situ Pilebridge.foundation_system.deep_foundation.pile.bored_cast_in_situon “Bored Cast-in-situ Pile”

3 read off the drawings · 1 derived
The class asks forValueHowFrom
DiameterDwants m/mm1200 mmPile diameter is stated as "1200 DIA BORED CAST-IN-SITU PILES."The stated 1200 DIA dimension applies directly to the bored cast-in-situ piles.readp2 · p02_r04 section b bp2 · p02_r05 section a a
LengthLwants m/mm24.950 mA1: PCBL 506.855 m − PILE TIP LVL. 481.905 m = 24.950 m. A2: PCBL 509.591 m − PILE TIP LVL. 484.641 m = 24.950 m. P1: PCBL 501.516 m − PILE TIP LVL. 476.566 m = 24.950 m.Pile length is derived from the pile-cap bottom level (PCBL), taken as the pile head level, to the stated pile tip level. The drawing notes establish that levels are in meters. The same 24.950 m result is obtained for A1, A2, and P1 piles.derivedcheckp3 · p03_r02 section at abutment location at a1 a2p2 · p02_r03 notes
Instance CountNwants count40 count40 circular pile symbols are identified in the foundation layout.The key-plan foundation layout directly identifies 40 pile symbols.readp1 · p01_r01 key plan
Concrete GradefckM35The notes state "PILE FOUNDATION concrete grade" = "M35."The concrete-grade note applies directly to the pile foundation.readp2 · p02_r03 notes

Worked out by openai/gpt-5.6-terra-pro 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

pileRCC cast in situ pilepile foundationbored cast-in-situ pilesPile FoundationA1 / A2P1

Every dimension read for it24

  • 1170(SQ) 1350(SK)pier-side offsetp2 · p02_r01 notes
  • 1170(SQ) 1350(SK)pier-side offsetp2 · p02_r01 notes
  • 1500 (SQ)dimension at pierp2 · p02_r01 notes
  • 1200Øpile diameterp2 · p02_r01 notes
  • 64+406.385 km.chainage LHSp2 · p02_r01 notes
  • 64+417.675 km.chainage RHSp2 · p02_r01 notes
  • 519.033 mFRL LHSp2 · p02_r01 notes
  • 519.217 mFRL RHSp2 · p02_r01 notes
  • 503.816 msand level LHSp2 · p02_r01 notes
  • 503.883 msand level RHSp2 · p02_r01 notes
  • M35PILE FOUNDATION concrete gradep2 · p02_r03 notes
  • 300 TMAX. VERTICAL LOADp2 · p02_r03 notes
  • 50 TLATERAL LOADp2 · p02_r03 notes
  • 3600pile spacingp2 · p02_r04 section b b
  • 1200 DIApile diameterp2 · p02_r04 section b b
  • 3600pile spacingp2 · p02_r05 section a a
  • 3600pile spacingp2 · p02_r05 section a a
  • 3600pile spacingp2 · p02_r05 section a a
  • 1200pile diameterp2 · p02_r05 section a a
  • 515.384PCTL P1 L/Sp3 · p03_r02 section at abutment location at a1 a2
  • 503.316PCTL P1 L/Sp3 · p03_r02 section at abutment location at a1 a2
  • 503.316PCTL P1 R/Sp3 · p03_r02 section at abutment location at a1 a2
  • 501.516PCBL P1 L/Sp3 · p03_r02 section at abutment location at a1 a2
  • 501.516PCBL P1 R/Sp3 · p03_r02 section at abutment location at a1 a2

Notes on the sheets that carry it

  • p1C OF EXP. JOINT
  • p1INDEPENDENT RETAINING WALL
  • p1MEDIAN WALL PCC M15
  • p1RET. TOE WALL
  • p1WING FOUNDATION LEVEL (partial)
  • p21. ALL DIMENSIONS AR… OTHERWISE SPECIFIED.
  • p22. DIMENSIONS ARE IN… FOLLOWED.
  • p23. THIS DRAWING SHAL… ALIGNMENT DRAWIN…
  • p24. THE BRIDGE HAS B… CLASS 70R + TWO… 70R OR SV LOADING
  • p25. GRADE OF CONCRE… FOLLOWS:
  • p2• PSC PRECAST GIR…
  • p2• R.C.C. CAST IN S…
  • p2• R.C.C. ENDORSE…
  • p21. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.
  • p22. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.
  • p23. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.
  • p24. 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.
  • p25. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONENTS SHALL BE AS FOLLOWS:-
  • p26. CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS:
  • p27. ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.
  • p28. STRIP SEAL TYE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.
  • p29. BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.
  • p210. FRL, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.
  • p211. DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.
  • p212. 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.
  • p213. THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & ’SEVERE’ EXPOSURE CONDITION.
  • p214. DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.
  • p215. THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, ø>32°,γ=2T/m³
  • p216. 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.
  • p217. FOR DIMENSION & REINFORCEMENT DETAILS OF APPROACH SLAB, GAP SLAB, CRASH BARRIER & DRAINAGE SPOUTS REFER MISCELLANEOUS DRG.
  • p218. TENTATIVE WORKING PILE LOAD AND SUBJECTED TO CHANGE AS PER DETAILED DESIGN:–
  • 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

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

Page 1

crop

p01_r01 key plan

page 1 · structural_drawings_pkg_1_cede2c5e58c24d1b92ee5a813c5fab4c_p01_r01_key_plan
Original
p01_r01 key plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "proposed structure",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 1,
      "note": "Shown as a hatched crossing in the key plan; structure type is noted as MUBR."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 40,
      "note": "Circular pile symbols are visible in two foundation groups."
    },
    {
      "name": "skewed rectangular · ×2",
      "tag": "",
      "shape": "tapered trapezoidal",
      "material": "",
      "count": 2,
      "note": "Two large skewed/tapered pile-supported foundation outlines are partially shown."
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One wall is called out at each visible end of the foundation arrangement."
    },
    {
      "name": "median wall",
      "tag": "",
      "shape": "rectangular",
      "material": "PCC M15",
      "count": 1,
      "note": "Located between the two visible foundation groups."
    },
    {
      "name": "expansion joint",
      "tag": "A1",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centre line is marked \"C OF EXP. JOINT\"."
    }
  ],
  "measurements": [
    {
      "label": "Proposed chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "proposed structure"
    },
    {
      "label": "Proposed span",
      "value": "2x40m",
      "unit": "",
      "appliesTo": "proposed structure"
    },
    {
      "label": "Skew",
      "value": "30°",
      "unit": "",
      "appliesTo": "proposed structure"
    },
    {
      "label": "Chainage",
      "value": "64+400",
      "unit": "",
      "appliesTo": "RET. TOE WALL"
    },
    {
      "label": "Chainage",
      "value": "64+500",
      "unit": "",
      "appliesTo": "RET. TOE WALL"
    },
    {
      "label": "Dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "foundation layout"
    },
    {
      "label": "Pile spacing dimension",
      "value": "3750",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "Overall dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "foundation layout"
    },
    {
      "label": "Scale",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "KEY PLAN"
    }
  ],
  "notes": [
    "C OF EXP. JOINT",
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "RET. TOE WALL",
    "WING FOUNDATION LEVEL (partial)"
  ],
  "labels": [
    "KEY PLAN",
    "PROPOSED CH: 64+412",
    "STRUCTURE TYPE MUBR",
    "PROPOSED SPAN 2x40m",
    "SKEW 30°",
    "PROPOSAL New Construction",
    "TO DEWAS",
    "TO KHANDWA",
    "ROW",
    "Shipra River",
    "Earthen Drain",
    "Agriculture land",
    "N",
    "E",
    "S",
    "W"
  ],
  "description": "This crop contains a key plan for a proposed skewed MUBR crossing at proposed chainage 64+412, together with a partial pile-supported foundation layout. The foundation layout shows two tapered pile groups, independent retaining walls at the outer ends, a median wall in PCC M15, and an expansion-joint centreline reference."
}

p01_r01 key planPlan

  • pile×40circularCircular pile symbols are visible in two foundation groups.

64+412 Proposed chainage2x40m Proposed span30° Skew64+400 Chainage64+500 Chainage775 Dimension3750 Pile spacing dimension16550 Overall dimension+1 more

Page 2

crop

p02_r01 notes

page 2 · structural_drawings_pkg_1_cede2c5e58c24d1b92ee5a813c5fab4c_p02_r01_notes
Original
p02_r01 notes
{
  "view": "Elevation",
  "objects": [
    {
      "name": "approach slab",
      "tag": "",
      "shape": "linear slab",
      "material": "",
      "count": 2,
      "note": "At both end abutments."
    },
    {
      "name": "PCC leveling course",
      "tag": "",
      "shape": "linear layer",
      "material": "PCC",
      "count": 2,
      "note": "Below approach slabs."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear barrier",
      "material": "RCC",
      "count": 2,
      "note": "Shown over the approach portions."
    },
    {
      "name": "deck continuity",
      "tag": "",
      "shape": "continuous deck",
      "material": "",
      "count": 1,
      "note": "At pier P1."
    },
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "rectangular girder elevation",
      "material": "precast PSC",
      "count": 2,
      "note": "Marked TYP.; one girder line is shown in each span."
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular bearing",
      "material": "",
      "count": null,
      "note": "Marked TYP."
    },
    {
      "name": "wall type abutment",
      "tag": "A1, A2",
      "shape": "wall abutment",
      "material": "",
      "count": 2,
      "note": "A2 is explicitly called out as WALL TYPE ABUTMENT."
    },
    {
      "name": "RCC column pier",
      "tag": "P1",
      "shape": "rectangular column",
      "material": "RCC",
      "count": 1,
      "note": "Marked TYP."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "One shown below each abutment and pier."
    },
    {
      "name": "RCC cast in situ pile",
      "tag": "",
      "shape": "circular pile",
      "material": "RCC",
      "count": null,
      "note": "Marked TYP.; pile symbols are shown beneath the caps."
    },
    {
      "name": "launching apron",
      "tag": "",
      "shape": "sloping apron",
      "material": "",
      "count": 2,
      "note": "At both abutments."
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "sloping wall",
      "material": "",
      "count": 2,
      "note": "At both approach embankments."
    },
    {
      "name": "stone pitching",
      "tag": "",
      "shape": "sloping surface protection",
      "material": "stone",
      "count": 2,
      "note": "At both retaining-wall locations."
    },
    {
      "name": "filter media",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 2,
      "note": "Called out below stone pitching."
    }
  ],
  "measurements": [
    {
      "label": "span dimension",
      "value": "40000(SQ) 46188(SK)",
      "unit": "",
      "appliesTo": "A1 to P1"
    },
    {
      "label": "span dimension",
      "value": "46000(SK) 46188(SK)",
      "unit": "",
      "appliesTo": "P1 to A2"
    },
    {
      "label": "bridge length dimension",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": "A1 to P1"
    },
    {
      "label": "bridge length dimension",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": "P1 to A2"
    },
    {
      "label": "expansion gap",
      "value": "80(SQ) 92(SK)",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "expansion gap",
      "value": "80(SQ) 92(SK)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "end offset",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "pier-side offset",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "pier-side offset",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "end offset",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "approach slab thickness",
      "value": "300 THK.",
      "unit": "",
      "appliesTo": "approach slab"
    },
    {
      "label": "PCC leveling course thickness",
      "value": "150 THK.",
      "unit": "",
      "appliesTo": "PCC leveling course"
    },
    {
      "label": "retaining-wall slope",
      "value": "2:1",
      "unit": "",
      "appliesTo": "independent retaining wall"
    },
    {
      "label": "minimum vertical clearance",
      "value": "1200 (min)",
      "unit": "",
      "appliesTo": "HFL"
    },
    {
      "label": "water level",
      "value": "506.000",
      "unit": "m",
      "appliesTo": "LWL"
    },
    {
      "label": "dimension at pier",
      "value": "1500 (SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "pile diameter",
      "value": "1200Ø",
      "unit": "",
      "appliesTo": "RCC cast in situ pile"
    },
    {
      "label": "filter media thickness",
      "value": "600 THK.",
      "unit": "",
      "appliesTo": "filter media"
    },
    {
      "label": "pile cap end projection",
      "value": "750",
      "unit": "",
      "appliesTo": "abutment pile caps"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "abutment pile caps"
    },
    {
      "label": "pile cap overall width",
      "value": "12300",
      "unit": "",
      "appliesTo": "abutment pile caps"
    },
    {
      "label": "pile cap end projection",
      "value": "750",
      "unit": "",
      "appliesTo": "pier pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "pier pile cap"
    },
    {
      "label": "pile cap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "pier pile cap"
    },
    {
      "label": "chainage LHS",
      "value": "64+360.197",
      "unit": "km.",
      "appliesTo": "A1"
    },
    {
      "label": "chainage RHS",
      "value": "64+371.487",
      "unit": "km.",
      "appliesTo": "A1"
    },
    {
      "label": "chainage LHS",
      "value": "64+406.385",
      "unit": "km.",
      "appliesTo": "P1"
    },
    {
      "label": "chainage RHS",
      "value": "64+417.675",
      "unit": "km.",
      "appliesTo": "P1"
    },
    {
      "label": "chainage LHS",
      "value": "64+452.573",
      "unit": "km.",
      "appliesTo": "A2"
    },
    {
      "label": "chainage RHS",
      "value": "64+463.814",
      "unit": "km.",
      "appliesTo": "A2"
    },
    {
      "label": "FRL LHS",
      "value": "518.281",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "FRL RHS",
      "value": "518.465",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "FRL LHS",
      "value": "519.033",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "FRL RHS",
      "value": "519.217",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "FRL LHS",
      "value": "519.785",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "FRL RHS",
      "value": "519.968",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "sand level LHS",
      "value": "519.383",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "sand level RHS",
      "value": "509.155",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "sand level LHS",
      "value": "503.816",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "sand level RHS",
      "value": "503.883",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "sand level LHS",
      "value": "511.891",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "sand level RHS",
      "value": "512.668",
      "unit": "m",
      "appliesTo": "A2"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS AR… OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE IN… FOLLOWED.",
    "3. THIS DRAWING SHAL… ALIGNMENT DRAWIN…",
    "4. THE BRIDGE HAS B… CLASS 70R + TWO… 70R OR SV LOADING",
    "5. GRADE OF CONCRE… FOLLOWS:",
    "• PSC PRECAST GIR…",
    "• R.C.C. CAST IN S…",
    "• R.C.C. ENDORSE…"
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "C OF EXP. JOINT",
    "C OF BRG.",
    "FR",
    "FX",
    "HFL=",
    "LWL=",
    "CHAINAGE IN (km.)",
    "LHS",
    "RHS",
    "FRL. (m)",
    "MAIN CARRIAGEWAY",
    "SAND LEVEL (m)",
    "ELEVATION",
    "(SCALE 1:300)",
    "NOTES:"
  ],
  "description": "This crop is an elevation of a bridge between abutments A1 and A2, with a central RCC column pier P1. It shows precast PSC girders, bearings, approach works, retaining walls, stone pitching, pile-supported foundations, and an elevation/chainage table. A notes block is present at the lower right but is cropped at the sheet edge and only partial text is visible."
}

p02_r01 notesElevation

  • RCC cast in situ pilecircular pileRCCMarked TYP.; pile symbols are shown beneath the caps.

40000(SQ) 46188(SK) span dimension46000(SK) 46188(SK) span dimension37761(SQ) 43602(SK) bridge length dimension37761(SQ) 43602(SK) bridge length dimension80(SQ) 92(SK) expansion gap80(SQ) 92(SK) expansion gap1070(SQ) 1236(SK) end offset1170(SQ) 1350(SK) pier-side offset+34 more

crop

p02_r03 notes

page 2 · structural_drawings_pkg_1_cede2c5e58c24d1b92ee5a813c5fab4c_p02_r03_notes
Original
p02_r03 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC precast girder",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Concrete grade specified as M50."
    },
    {
      "name": "cast in situ deck slab",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "end cross girder",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "intermediate cross girder",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "bearing pedestal",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M50."
    },
    {
      "name": "crash barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M40."
    },
    {
      "name": "approach slab",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M30."
    },
    {
      "name": "levelling course",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M15."
    },
    {
      "name": "dirt wall & slab",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M35."
    },
    {
      "name": "abutment",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "pier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "pile foundation",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M35; tentative working pile loads are stated."
    },
    {
      "name": "reinforcing steel bars",
      "tag": "",
      "shape": "deformed",
      "material": "high yield strength steel",
      "count": null,
      "note": "TMT bars of grade-Fe 550D, conforming to IS: 1786."
    },
    {
      "name": "strip seal type expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided as per M O R T H specification."
    },
    {
      "name": "bituminous concrete",
      "tag": "",
      "shape": "single layer",
      "material": "bituminous concrete",
      "count": null,
      "note": "Laid in single layer."
    },
    {
      "name": "drainage spout",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided in deck slab as per M O R T H specification."
    },
    {
      "name": "back filling material",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Behind abutment; to be well compacted."
    },
    {
      "name": "RE wall",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Selected earth fill behind RE wall is specified."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bearing height is referenced in relation to a 200mm pedestal."
    },
    {
      "name": "piercap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top level fixed considering bearing and pedestal depth."
    },
    {
      "name": "gap slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Refer miscellaneous drawing for dimension and reinforcement details."
    }
  ],
  "measurements": [
    {
      "label": "PSC PRECAST GIRDER concrete grade",
      "value": "M50",
      "unit": "",
      "appliesTo": "PSC precast girder"
    },
    {
      "label": "R.C.C. CAST IN SITU DECK SLAB concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "cast in situ deck slab"
    },
    {
      "label": "R.C.C. END CROSS GIRDER concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "end cross girder"
    },
    {
      "label": "R.C.C. INTERMEDIATE CROSS GIRDER concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "intermediate cross girder"
    },
    {
      "label": "BEARING PEDESTAL concrete grade",
      "value": "M50",
      "unit": "",
      "appliesTo": "bearing pedestal"
    },
    {
      "label": "CRASH BARRIER concrete grade",
      "value": "M40",
      "unit": "",
      "appliesTo": "crash barrier"
    },
    {
      "label": "APPROACH SLAB concrete grade",
      "value": "M30",
      "unit": "",
      "appliesTo": "approach slab"
    },
    {
      "label": "LEVELLING COURSE concrete grade",
      "value": "M15",
      "unit": "",
      "appliesTo": "levelling course"
    },
    {
      "label": "DIRT WALL & SLAB concrete grade",
      "value": "M35",
      "unit": "",
      "appliesTo": "dirt wall & slab"
    },
    {
      "label": "ABUTMENT & PIER concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "abutment & pier"
    },
    {
      "label": "PILE FOUNDATION concrete grade",
      "value": "M35",
      "unit": "",
      "appliesTo": "pile foundation"
    },
    {
      "label": "Foundation clear cover to reinforcements",
      "value": "75",
      "unit": "mm",
      "appliesTo": "foundation"
    },
    {
      "label": "Substructure abutment & abutment cap clear cover to reinforcements",
      "value": "45",
      "unit": "mm",
      "appliesTo": "abutment & abutment cap"
    },
    {
      "label": "Substructure pier & pier cap clear cover to reinforcements",
      "value": "45",
      "unit": "mm",
      "appliesTo": "pier & pier cap"
    },
    {
      "label": "Superstructure clear cover to reinforcements",
      "value": "45",
      "unit": "mm",
      "appliesTo": "superstructure"
    },
    {
      "label": "Reinforcing steel grade",
      "value": "Fe 550D",
      "unit": "",
      "appliesTo": "reinforcing steel bars"
    },
    {
      "label": "Bituminous concrete thickness",
      "value": "50",
      "unit": "MM",
      "appliesTo": "bituminous concrete"
    },
    {
      "label": "Selected earth fill cohesion",
      "value": "C=0",
      "unit": "",
      "appliesTo": "selected earth fill behind RE wall"
    },
    {
      "label": "Selected earth fill friction angle",
      "value": "ø>32°",
      "unit": "",
      "appliesTo": "selected earth fill behind RE wall"
    },
    {
      "label": "Selected earth fill unit weight",
      "value": "γ=2",
      "unit": "T/m³",
      "appliesTo": "selected earth fill behind RE wall"
    },
    {
      "label": "Depth of BRG. & PEDESTAL",
      "value": "400 mm — on bearing & pedestal",
      "unit": "mm",
      "appliesTo": "piercap"
    },
    {
      "label": "Bearing height threshold",
      "value": "200",
      "unit": "mm",
      "appliesTo": "bearing"
    },
    {
      "label": "Pedestal height",
      "value": "200",
      "unit": "mm",
      "appliesTo": "pedestal"
    },
    {
      "label": "MAX. VERTICAL LOAD",
      "value": "300",
      "unit": "T",
      "appliesTo": "pile"
    },
    {
      "label": "LATERAL LOAD",
      "value": "50",
      "unit": "T",
      "appliesTo": "pile"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.",
    "3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLASS A, ONE LANE CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R + ONE LANE OF 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED AS LIVE LOAD.",
    "5. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONENTS SHALL BE AS FOLLOWS:-",
    "6. CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS:",
    "7. ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.",
    "8. STRIP SEAL TYE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.",
    "9. BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.",
    "10. FRL, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.",
    "11. DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.",
    "12. BACK FILLING MATERIAL BEHIND ABUTMENT SHALL BE WELL COMPACTED AS PER APPENDIX 6 OF IRC 78:2014 & M O R T H SPECIFICATION BEFORE RESTING THE SUPERSTRUCTURE.",
    "13. THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & ’SEVERE’ EXPOSURE CONDITION.",
    "14. DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.",
    "15. THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, ø>32°,γ=2T/m³",
    "16. THE PIERCAP TOP LEVEL HAS BEEN FIXED CONSIDERING 400mm DEPTH OF BRG. & PEDESTAL. IN CASE THE BEARING HEIGHT IS LESS THAN THAT OF 200mm THEN THE HEIGHT OF THE BEARING SHALL BE ADJUSTED IN 200mm PEDESTAL.",
    "17. FOR DIMENSION & REINFORCEMENT DETAILS OF APPROACH SLAB, GAP SLAB, CRASH BARRIER & DRAINAGE SPOUTS REFER MISCELLANEOUS DRG.",
    "18. TENTATIVE WORKING PILE LOAD AND SUBJECTED TO CHANGE AS PER DETAILED DESIGN:–"
  ],
  "labels": [
    "NOTES:",
    "FOUNDATION",
    "SUBSTRUCTURE",
    "SUPERSTRUCTURE",
    "ABUTMENT & ABUTMENT CAP",
    "PIER & PIER CAP",
    "MAX. VERTICAL LOAD",
    "LATERAL LOAD"
  ],
  "description": "This crop is a general notes block for a bridge drawing. It states drawing conventions, design loading, material grades, reinforcement cover, construction requirements, exposure conditions, and tentative pile working loads."
}

p02_r03 notesNotes

  • pile foundationconcreteConcrete grade specified as M35; tentative working pile loads are stated.

M50 PSC PRECAST GIRDER concrete gradeM45 R.C.C. CAST IN SITU DECK SLAB concrete gradeM45 R.C.C. END CROSS GIRDER concrete gradeM45 R.C.C. INTERMEDIATE CROSS GIRDER concrete gradeM50 BEARING PEDESTAL concrete gradeM40 CRASH BARRIER concrete gradeM30 APPROACH SLAB concrete gradeM15 LEVELLING COURSE concrete grade+17 more

crop

p02_r04 section b b

page 2 · structural_drawings_pkg_1_cede2c5e58c24d1b92ee5a813c5fab4c_p02_r04_section_b_b
Original
p02_r04 section b b
{
  "view": "Section",
  "objects": [
    {
      "name": "pier",
      "tag": "P1",
      "shape": "symmetrical pier assembly",
      "material": "",
      "count": 1,
      "note": "Shown in Section B-B."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear barrier",
      "material": "RCC",
      "count": null,
      "note": "Callout shown at deck edge."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "horizontal slab",
      "material": "",
      "count": 1,
      "note": "Deck continuity is called out at the pier centreline."
    },
    {
      "name": "deck continuity",
      "tag": "",
      "shape": "joint/continuity detail",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "precast girder",
      "material": "precast PSC",
      "count": 2,
      "note": "(TYP.)"
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular bearing",
      "material": "PTFE",
      "count": 2,
      "note": "(TYP.)"
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular block",
      "material": "RCC",
      "count": 2,
      "note": "One stopper is called out; symmetrical stopper blocks are shown."
    },
    {
      "name": "RCC column pier",
      "tag": "",
      "shape": "rectangular",
      "material": "RCC",
      "count": 1,
      "note": ""
    },
    {
      "name": "RCC pilecap",
      "tag": "",
      "shape": "rectangular",
      "material": "RCC",
      "count": 1,
      "note": ""
    },
    {
      "name": "bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Called out as 1200 DIA bored cast-in-situ piles."
    }
  ],
  "measurements": [
    {
      "label": "bearing centreline offset, SQ",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "P1 / C OF BRG."
    },
    {
      "label": "bearing centreline offset, SK",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "P1 / C OF BRG."
    },
    {
      "label": "deck depth",
      "value": "230",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck depth",
      "value": "230",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "horizontal dimension",
      "value": "1500(SK)",
      "unit": "",
      "appliesTo": "bearing/seismic stopper arrangement"
    },
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pier head/cap"
    },
    {
      "label": "partial vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "pier head/cap"
    },
    {
      "label": "partial vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "pier head/cap"
    },
    {
      "label": "horizontal dimension, SQ/SK",
      "value": "3640(SQ)4203(SK)",
      "unit": "",
      "appliesTo": "pier head/cap"
    },
    {
      "label": "column width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "pilecap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pilecap end projection",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pilecap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pilecap end projection",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "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"
  ],
  "labels": [
    "℄ OF BRG.",
    "SECTION B-B",
    "(SCALE 1:150)"
  ],
  "description": "This crop shows Section B-B through pier P1, including the deck, precast PSC girders, bearings, seismic stoppers, column pier, pilecap, and bored cast-in-situ piles. The section documents the principal pier and foundation geometry, with alternate SQ and SK dimensions printed at the bearing and pier-head arrangement."
}

p02_r04 section b bSection

  • bored cast-in-situ pile×2circularCalled out as 1200 DIA bored cast-in-situ piles.

1170(SQ) bearing centreline offset, SQ1350(SK) bearing centreline offset, SK230 deck depth230 deck depth2650 girder depth2650 girder depth1500(SK) horizontal dimension1500 vertical dimension+11 more

crop

p02_r05 section a a

page 2 · structural_drawings_pkg_1_cede2c5e58c24d1b92ee5a813c5fab4c_p02_r05_section_a_a
Original
p02_r05 section a a
{
  "view": "Section",
  "objects": [
    {
      "name": "bridge deck slab",
      "tag": "",
      "shape": "rectangular horizontal slab",
      "material": "",
      "count": 1,
      "note": "Shown across the top of the section with an expansion joint."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "narrow vertical joint",
      "material": "",
      "count": 1,
      "note": "Located at the centreline marked C/L OF EXP. JOINT."
    },
    {
      "name": "rectangular bearing · POT-PTFE · ×1 · Callout states POT-PTFE BEARING (TYP.).",
      "tag": "",
      "shape": "rectangular laminated bearing",
      "material": "POT-PTFE",
      "count": 1,
      "note": "Callout states POT-PTFE BEARING (TYP.)."
    },
    {
      "name": "seismic stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "RCC",
      "count": 1,
      "note": "Located adjacent to the bearing."
    },
    {
      "name": "abutment",
      "tag": "",
      "shape": "rectangular stem and footing",
      "material": "",
      "count": 1,
      "note": "Supports the bearing and superstructure."
    },
    {
      "name": "approach embankment",
      "tag": "",
      "shape": "sloping",
      "material": "",
      "count": 1,
      "note": "Sloping fill is shown to the left of the abutment."
    },
    {
      "name": "stone pitching",
      "tag": "",
      "shape": "sloping layer",
      "material": "stone",
      "count": 1,
      "note": "Shown on the retaining-wall-side slope."
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Shown to the right of the abutment."
    },
    {
      "name": "layer · ×1 · Shown immediately behind the abutment along the sloping fill.",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 1,
      "note": "Shown behind the independent retaining wall."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Outlined with dashed lines below the abutment."
    },
    {
      "name": "bored cast-in-situ piles",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Four pile symbols are visible below the pile cap."
    }
  ],
  "measurements": [
    {
      "label": "C/L OF BRG. to C/L OF EXP. JOINT",
      "value": "1070 (SQ.)",
      "unit": "",
      "appliesTo": "bearing / expansion joint"
    },
    {
      "label": "C/L OF BRG. to C/L OF EXP. JOINT",
      "value": "1236 (SK.)",
      "unit": "",
      "appliesTo": "bearing / expansion joint"
    },
    {
      "label": "EXP.GAP",
      "value": "80(SQ.)",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "EXP.GAP",
      "value": "92(SK)",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "horizontal dimension",
      "value": "3500(SQ)",
      "unit": "",
      "appliesTo": "deck / abutment"
    },
    {
      "label": "vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "superstructure"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "superstructure"
    },
    {
      "label": "horizontal dimension",
      "value": "2850",
      "unit": "",
      "appliesTo": "superstructure / abutment"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "abutment"
    },
    {
      "label": "pile cap end projection",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap end projection",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "filter media thickness",
      "value": "600",
      "unit": "",
      "appliesTo": "filter media"
    },
    {
      "label": "pile diameter",
      "value": "1200",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "POT-PTFE BEARING (TYP.)",
    "RCC SEISMIC STOPPER",
    "STONE PITCHING",
    "INDEPENDENT RETAINING WALL",
    "600 THK. FILTER MEDIA",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "A2",
    "C/L OF EXP. JOINT",
    "C/L OF BRG.",
    "EXP.GAP",
    "SECTION A-A",
    "(SCALE 1:150)",
    "1",
    "2"
  ],
  "description": "This crop shows Section A-A through a bridge abutment and adjacent independent retaining wall. It documents the deck expansion joint, bearing and RCC seismic stopper, abutment on a piled foundation, approach embankment, stone pitching, and filter media behind the retaining wall."
}

p02_r05 section a aSection

  • bored cast-in-situ piles×4circularFour pile symbols are visible below the pile cap.

1070 (SQ.) C/L OF BRG. to C/L OF EXP. JOINT1236 (SK.) C/L OF BRG. to C/L OF EXP. JOINT80(SQ.) EXP.GAP92(SK) EXP.GAP3500(SQ) horizontal dimension230 vertical dimension2650 vertical dimension1500 horizontal dimension+11 more

Page 3

crop

p03_r02 section at abutment location at a1 a2

page 3 · structural_drawings_pkg_1_cede2c5e58c24d1b92ee5a813c5fab4c_p03_r02_section_at_abutment_location_at_a1_a2
Original
p03_r02 section at abutment location at a1 a2
{
  "view": "Section",
  "objects": [
    {
      "name": "crash barrier",
      "tag": "",
      "shape": "profiled barrier",
      "material": "RCC",
      "count": 4,
      "note": "Labeled RCC CRASH BARRIER at the outside edges of the roadway sections."
    },
    {
      "name": "footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 4,
      "note": "Shown adjacent to the outside crash barriers."
    },
    {
      "name": "Deck is called out as RCC CAST IN SITU DECK with 2.5% slope; the adjacent 50mm THK. (WC) callout applies to the wearing course.",
      "tag": "",
      "shape": "sloping slab",
      "material": "RCC cast in situ",
      "count": 4,
      "note": "Deck is called out with 2.5% slope and 50mm THK. (WC)."
    },
    {
      "name": "abutment",
      "tag": "A1 / A2",
      "shape": "rectangular wall and cap",
      "material": "",
      "count": 2,
      "note": "Upper section shows the abutment locations at A1 and A2."
    },
    {
      "name": "cantilever median wall",
      "tag": "PCC MW A2",
      "shape": "rectangular wall",
      "material": "PCC",
      "count": 1,
      "note": "Located at the central median in the abutment section."
    },
    {
      "name": "pile cap",
      "tag": "PCBL A1 / A2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown below the A1 and A2 abutments."
    },
    {
      "name": "pile",
      "tag": "A1 / A2",
      "shape": "vertical",
      "material": "",
      "count": 10,
      "note": "Five piles are visible below each abutment pile cap."
    },
    {
      "name": "pier cap",
      "tag": "P1",
      "shape": "rectangular tapered top",
      "material": "",
      "count": 2,
      "note": "Shown in the lower pier-location section."
    },
    {
      "name": "pier column",
      "tag": "P1",
      "shape": "rectangular vertical",
      "material": "",
      "count": 4,
      "note": "Two columns are visible at each pier location."
    },
    {
      "name": "pile cap",
      "tag": "PCBL P1",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown below the P1 pier columns."
    },
    {
      "name": "pile",
      "tag": "P1",
      "shape": "vertical",
      "material": "",
      "count": 10,
      "note": "Five piles are visible below each P1 pile cap."
    },
    {
      "name": "approach embankment",
      "tag": "",
      "shape": "sloping",
      "material": "",
      "count": 2,
      "note": "Shown only in the upper abutment section, with rock-protection pattern at the toes."
    }
  ],
  "measurements": [
    {
      "label": "right of way width",
      "value": "80000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "right of way half-width",
      "value": "40000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "centreline of proposed road",
      "value": "29000",
      "unit": "",
      "appliesTo": "C OF PROPOSED ROAD"
    },
    {
      "label": "section width",
      "value": "16550",
      "unit": "",
      "appliesTo": "A1/A2 and P1 roadway-side sections"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "CARRIAGEWAY"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "roadway edge strips"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "FOOTPATH"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "roadway/footpath dimensions"
    },
    {
      "label": "wearing course thickness",
      "value": "50mm",
      "unit": "",
      "appliesTo": "WC"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "RCC CAST IN SITU DECK"
    },
    {
      "label": "support spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "deck support layout in abutment section"
    },
    {
      "label": "abutment end segment",
      "value": "1275",
      "unit": "",
      "appliesTo": "A1/A2 abutment section"
    },
    {
      "label": "abutment support spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "A1/A2 abutment section"
    },
    {
      "label": "abutment reinforcement spacing",
      "value": "1000 — dimension shown within the A1/A2 abutment wall area",
      "unit": "",
      "appliesTo": "A1/A2 abutment wall"
    },
    {
      "label": "joint gap",
      "value": "20mm",
      "unit": "",
      "appliesTo": "central median wall joint"
    },
    {
      "label": "abutment pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "A1/A2 pile layout"
    },
    {
      "label": "abutment pile end spacing",
      "value": "775",
      "unit": "",
      "appliesTo": "A1/A2 pile layout"
    },
    {
      "label": "pier end segment",
      "value": "1275",
      "unit": "",
      "appliesTo": "P1 pier cap, marked (SQ)"
    },
    {
      "label": "pier cap segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "P1 pier cap, marked (SQ)"
    },
    {
      "label": "pier column spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "P1 pier section"
    },
    {
      "label": "pier offset",
      "value": "1000",
      "unit": "",
      "appliesTo": "P1 pier section"
    },
    {
      "label": "pier pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "P1 pile layout"
    },
    {
      "label": "pier pile end spacing",
      "value": "775",
      "unit": "",
      "appliesTo": "P1 pile layout"
    },
    {
      "label": "ACTL A1 L/S",
      "value": "514.674",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "ACTL A2 L/S",
      "value": "516.136",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "ACTL A1 R/S",
      "value": "514.839",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "ACTL A2 R/S",
      "value": "516.318",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PCTL A1 L/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "PCTL A2 L/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PCBL A1 L/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "PCBL A2 L/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PILE TIP LVL. A1 L/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "A1 piles"
    },
    {
      "label": "PILE TIP LVL. A2 L/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "A2 piles"
    },
    {
      "label": "PCTL A1 R/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "PCTL A2 R/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PCBL A1 R/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "PCBL A2 R/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PILE TIP LVL. A1 R/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "A1 piles"
    },
    {
      "label": "PILE TIP LVL. A2 R/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "A2 piles"
    },
    {
      "label": "PCTL P1 L/S",
      "value": "515.384",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCTL A2 R/S",
      "value": "515.567",
      "unit": "",
      "appliesTo": "lower right pier-location section"
    },
    {
      "label": "PCTL P1 L/S",
      "value": "503.316",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCTL P1 R/S",
      "value": "503.316",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCBL P1 L/S",
      "value": "501.516",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCBL P1 R/S",
      "value": "501.516",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PILE TIP LVL. P1 L/S",
      "value": "476.566",
      "unit": "",
      "appliesTo": "P1 piles"
    },
    {
      "label": "PILE TIP LVL. P1 R/S",
      "value": "476.566",
      "unit": "",
      "appliesTo": "P1 piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT ABUTMENT LOCATION AT A1 & A2"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    }
  ],
  "notes": [
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK SLOPE 2.5%",
    "20mm GAP FILLED WITH POLYSULPHIDE SEALANT",
    "CANTILEVER MEDIAN WALL",
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER"
  ],
  "labels": [
    "C OF PROPOSED ROAD",
    "C OF LHS (CARRIAGEWAY)",
    "C OF RHS (CARRIAGEWAY)",
    "FRL",
    "ROW",
    "R/W",
    "SECTION AT ABUTMENT LOCATION AT A1 & A2",
    "SECTION AT PIER LOCATION",
    "NOTES:"
  ],
  "description": "This crop contains two transverse bridge sections. The upper drawing documents the A1 and A2 abutment arrangement, including roadway decks, central median wall, abutment pile caps and piles; the lower drawing documents the P1 pier arrangement with pier caps, columns, pile caps and piles. Elevation callouts are provided for the A1, A2 and P1 structural levels and pile tips."
}

p03_r02 section at abutment location at a1 a2Section

  • abutmentA1 / A2×2rectangular wall and capUpper section shows the abutment locations at A1 and A2.
  • pileA1 / A2×10verticalFive piles are visible below each abutment pile cap.
  • pier capP1×2rectangular tapered topShown in the lower pier-location section.
  • pier columnP1×4rectangular verticalTwo columns are visible at each pier location.
  • pileP1×10verticalFive piles are visible below each P1 pile cap.

80000 right of way width40000 right of way half-width29000 centreline of proposed road16550 section width13500 carriageway width450 edge width1500 footpath width100 offset+41 more