Drawing to BOQpipeline control sheet
← Mindmapwhat the drawings said

Deck Slab

3 pages · 11 crops · ×15 · deck

Matched toDeck Slabbridge.superstructure.deck_system.deck_slabon “Deck Slab”

4 read off the drawings · 1 derived
The class asks forValueHowFrom
LengthLwants m/mm80000(SQ) mm40000(SQ) + 40000(SQ) = 80000(SQ) mm.The deck-level plan states two consecutive span lengths of 40000(SQ), A1 to P1 and P1 to A1. The general note establishes that unstated drawing dimensions are in millimeters. The two spans form the longitudinal length of each continuous carriageway deck.derivedp1 · p01_r02 half plan showing deck level half plan showing foundation levelp2 · p02_r03
WidthWwants m/mm16550 mmThe deck-level plan explicitly gives Bridge width 16550 for each bridge deck/carriageway side; the general note establishes unstated dimensions are in millimeters.readp1 · p01_r02p2 · p02_r03
ThicknessTwants m/mm230 mmThe Section A-A reading explicitly assigns the 230 deck/slab vertical dimension to the Bridge deck slab. The general note establishes unstated dimensions are in millimeters.readp2 · p02_r05p2 · p02_r03
Instance CountNwants count2 countThe deck-level plan identifies two bridge deck plan areas, one right-side and one left-side bridge deck.readp1 · p01_r02
Concrete GradefckM45 -The general notes explicitly specify concrete grade M45 for the R.C.C. cast in situ deck slab.readp2 · p02_r03

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

Bridge deckbridge deckBridge deck slabR.C.C. cast in situ deck slabbridge deck slabCast-in-situ deckroadway deckcast-in-situ deck slab

Every dimension read for it18

  • 80000Right-of-way widthnot attributedp1 · p01_r02
  • 40000Right-of-way widthnot attributedp1 · p01_r02
  • 2900Median widthnot attributedp1 · p01_r02
  • 3500Deck transverse segmentp1 · p01_r02
  • 16550Bridge widthp1 · p01_r02
  • 1275Median-side offsetnot attributedp1 · p01_r02
  • 80000right-of-waynot attributedp1 · p01_r02 half plan showing deck level half plan showing foundation level
  • 40000right-of-waynot attributedp1 · p01_r02 half plan showing deck level half plan showing foundation level
  • 40000right-of-waynot attributedp1 · p01_r02 half plan showing deck level half plan showing foundation level
  • 37761(SQ) 43603(SK)overall intermediate lengthnot attributedp1 · p01_r02 half plan showing deck level half plan showing foundation level
  • 230deck/slab vertical dimensionp2 · p02_r05
  • 3500(SQ)horizontal dimensionp2 · p02_r05
  • M45Concrete grade, R.C.C. CAST IN SITU DECK SLABp2 · p02_r03
  • 1170(SQ)horizontal dimension from C OF BRG.not attributedp2 · pier_p1
  • 1350(SK)horizontal dimension from C OF BRG.not attributedp2 · pier_p1
  • 1170(SQ)horizontal dimension from C OF BRG.not attributedp2 · pier_p1
  • 1350(SK)horizontal dimension from C OF BRG.not attributedp2 · pier_p1
  • M45R.C.C. CAST IN SITU DECK SLAB concrete gradep2 · p02_r03 notes of general notes

Notes on the sheets that carry it

  • p2POT-PTFE BEARING (TYP.)
  • p2RCC SEISMIC STOPPER
  • p2STONE PITCHING
  • p2INDEPENDENT RETAINING WALL
  • p2600 THK. FILTER MEDIA
  • p21200 DIA BORED CAST-IN-SITU PILES
  • 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:-
  • p2PSC PRECAST GIRDER -----------M50
  • p2R.C.C. CAST IN SITU DECK SLAB ----M45
  • p2R.C.C. END CROSS GIRDER ----- --M45
  • p2R.C.C. INTERMEDIATE CROSS GIRDER --M45
  • p2BEARING PEDESTAL --------------M50
  • p2CRASH BARRIER ----------------M40
  • p2APPROACH SLAB ----------------M30
  • p2LEVELLING COURSE -------------M15
  • p2DIRT WALL & SLAB -------------M35
  • p2ABUTMENT & PIER --------------M45
  • p2PILE FOUNDATION --------------M35
  • p26. CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS:
  • p2FOUNDATION........................................75mm
  • p2SUBSTRUCTURE ABUTMENT & ABUTMENT CAP......45mm
  • p2PIER & PIER CAP........................45mm
  • p2SUPERSTRUCTURE......................................45mm
  • p27. ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.
  • p28. STRIP SEAL TYPE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.
  • p29. BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.
  • p210. FRI, 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 FRL

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

Page 1

crop

p01_r02

page 1 · bridge_deck_and_foundation_layout_p01_r02
Original
p01_r02
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Shown as right-side and left-side bridge deck half plans."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 4,
      "note": "Labeled APPROACH SLAB at the deck ends."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear",
      "material": "RCC",
      "count": null,
      "note": "Shown along deck edges and median-side edges; labeled RCC CRASH BARRIER."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Only centreline locations are identified as C/L OF EXP. JOINT."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 208,
      "note": "Circular pile symbols are shown in the foundation-level half plan; the right side of this view is cropped."
    },
    {
      "name": "Foundation pile cap / strip cap",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": null,
      "note": "Long skewed foundation strips containing circular pile symbols are shown in the foundation-level half plan."
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Partial element at upper-right edge, labeled only partially as INDEPENDENT RETAI..."
    }
  ],
  "measurements": [
    {
      "label": "Right-of-way width",
      "value": "80000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right-of-way width",
      "value": "40000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bridge width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Footpath",
      "value": "1500",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Footpath offset",
      "value": "100",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Edge dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Median width",
      "value": "2900",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bridge width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Footpath",
      "value": "1500",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Footpath offset",
      "value": "100",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Edge dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Expansion-joint-to-pier dimension",
      "value": "40000(SQ) 46189(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Expansion-joint-to-pier dimension",
      "value": "37761(SQ) 43603(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "End dimension",
      "value": "1070(SQ)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "End dimension",
      "value": "1236(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "End dimension",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "End dimension",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Crash-barrier spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "Approach slab length",
      "value": "3500",
      "unit": "",
      "appliesTo": "Approach slab"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Deck transverse segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Bridge width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Median-side offset",
      "value": "1275",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Foundation transverse spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "Foundation-level plan"
    },
    {
      "label": "Foundation width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Foundation-level plan"
    },
    {
      "label": "Foundation edge offset",
      "value": "775",
      "unit": "",
      "appliesTo": "Foundation-level plan"
    },
    {
      "label": "Scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "Half plan views"
    }
  ],
  "notes": [],
  "labels": [
    "TO DEWAS",
    "TO PIKARADIYA",
    "TO KHANDWA",
    "A1",
    "P1",
    "C/L OF EXP. JOINT",
    "C/L OF MEDIAN",
    "BRIDGE (RIGHT SIDE)",
    "BRIDGE (LEFT SIDE)",
    "APPROACH SLAB",
    "RCC CRASH BARRIER",
    "MEDIAN PCC",
    "INDEPENDENT RETAI...",
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)"
  ],
  "description": "This crop shows a plan drawing divided into a half plan showing deck level on the left and a half plan showing foundation level on the right. It documents two skewed bridge decks, their approach slabs, crash barriers, expansion-joint centreline references, roadway and median dimensions, and a partial pile-supported foundation layout."
}

p01_r02Plan

  • Bridge deck×2skewed rectangularShown as right-side and left-side bridge deck half plans.

80000 Right-of-way width40000 Right-of-way width16550 Bridge width13500 Carriageway width1500 Footpath100 Footpath offset450 Edge dimension2900 Median width+21 more

crop

p01_r02 half plan showing deck level half plan showing foundation level

page 1 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p01_r02_half_plan_showing_deck_level_half_plan_showing_foundation_level
Original
p01_r02 half plan showing deck level half plan showing foundation level
{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck",
      "tag": "",
      "shape": "rectangular, skewed ends",
      "material": "",
      "count": 2,
      "note": "Two parallel deck/carriageway plan areas are visible, identified as right-side and left-side bridge."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear",
      "material": "reinforced concrete",
      "count": 4,
      "note": "Shown along the outer deck edges and at the median edges."
    },
    {
      "name": "approach slab",
      "tag": "",
      "shape": "tapered/skewed rectangular",
      "material": "",
      "count": 2,
      "note": "One approach slab is shown at each left-hand end of the two deck areas."
    },
    {
      "name": "expansion joint",
      "tag": "A1",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Marked “C OF EXP. JOINT” at the two outer ends."
    },
    {
      "name": "support location",
      "tag": "P1",
      "shape": "circular tag",
      "material": "",
      "count": 1,
      "note": "A single P1 location tag is shown between the two 40000 spans."
    },
    {
      "name": "foundation piles",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 32,
      "note": "Circular pile symbols are visible in the partial foundation-level half plan at right; arranged as two visible 4 by 4 groups."
    }
  ],
  "measurements": [
    {
      "label": "right-of-way",
      "value": "80000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right-of-way",
      "value": "40000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right-of-way",
      "value": "40000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bridge width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "footpath width",
      "value": "500",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "edge dimensions",
      "value": "450",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "edge dimensions",
      "value": "100",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "median dimension",
      "value": "2900",
      "unit": "",
      "appliesTo": "median"
    },
    {
      "label": "bridge width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left-side bridge"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "left-side bridge"
    },
    {
      "label": "footpath width",
      "value": "500",
      "unit": "",
      "appliesTo": "left-side bridge"
    },
    {
      "label": "edge dimensions",
      "value": "450",
      "unit": "",
      "appliesTo": "left-side bridge"
    },
    {
      "label": "edge dimensions",
      "value": "100",
      "unit": "",
      "appliesTo": "left-side bridge"
    },
    {
      "label": "span length",
      "value": "40000(SQ) 46189(SK)",
      "unit": "",
      "appliesTo": "A1 to P1"
    },
    {
      "label": "span length",
      "value": "40000(SQ) 46189(SK)",
      "unit": "",
      "appliesTo": "P1 to A1"
    },
    {
      "label": "overall intermediate length",
      "value": "37761(SQ) 43603(SK)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "end offset",
      "value": "1070(SQ)",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "end offset",
      "value": "1236(SK)",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "end offset",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "P1 end"
    },
    {
      "label": "end offset",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "P1 end"
    },
    {
      "label": "RCC crash barrier spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "RCC crash barrier spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "approach slab dimension",
      "value": "3500",
      "unit": "",
      "appliesTo": "approach slab"
    },
    {
      "label": "skew angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "deck transverse dimensions",
      "value": "3500",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "deck overall transverse dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "deck transverse dimensions",
      "value": "3500",
      "unit": "",
      "appliesTo": "left-side bridge"
    },
    {
      "label": "deck overall transverse dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "left-side bridge"
    },
    {
      "label": "deck edge offset",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck plan"
    },
    {
      "label": "foundation plan offset",
      "value": "775",
      "unit": "",
      "appliesTo": "foundation-level half plan"
    },
    {
      "label": "foundation pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "foundation piles"
    },
    {
      "label": "foundation overall dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "foundation-level half plan"
    },
    {
      "label": "foundation plan offset",
      "value": "1275",
      "unit": "",
      "appliesTo": "foundation-level half plan"
    }
  ],
  "notes": [],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "TO PIKARADIYA",
    "C OF EXP. JOINT",
    "C OF MEDIAN",
    "APPROACH SLAB",
    "RCC CRASH BARRIER",
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)",
    "INDEPENDENT RET...",
    "MEDIAN PC..."
  ],
  "description": "This crop is a bridge general-arrangement plan combining a half plan at deck level and a partial half plan at foundation level. It shows two separated bridge carriageway decks with crash barriers, approach slabs, expansion-joint locations, skew geometry, and circular foundation pile layouts at the right side of the sheet."
}

p01_r02 half plan showing deck level half plan showing foundation levelPlan

  • bridge deck×2rectangular, skewed endsTwo parallel deck/carriageway plan areas are visible, identified as right-side and left-side bridge.

80000 right-of-way40000 right-of-way40000 right-of-way16550 bridge width13500 carriageway width500 footpath width450 edge dimensions100 edge dimensions+26 more

Page 2

crop

p02_r05

page 2 · abutment_and_retaining_wall_p02_r05
Original
p02_r05
{
  "view": "Section",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A2",
      "shape": "rectangular stem and footing",
      "material": "",
      "count": 1,
      "note": "Shown supporting the bridge end at the expansion joint."
    },
    {
      "name": "Bridge deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bridge girder",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a partial girder/end portion is visible at left."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "At bridge centreline/end of deck."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "PTFE",
      "count": 1,
      "note": "Called out as POT-PTFE BEARING (TYP.)."
    },
    {
      "name": "Seismic stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "RCC",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Dashed outline beneath the abutment."
    },
    {
      "name": "Bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Pile positions are shown below the pile cap."
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "vertical rectangular wall",
      "material": "",
      "count": 1,
      "note": "Located to the right of the abutment."
    },
    {
      "name": "Stone pitching",
      "tag": "",
      "shape": "irregular pitched surface",
      "material": "stone",
      "count": 1,
      "note": "Shown at the retaining-wall side."
    },
    {
      "name": "Filter media",
      "tag": "",
      "shape": "irregular zone",
      "material": "",
      "count": 1,
      "note": "Behind/below the stone pitching."
    },
    {
      "name": "Embankment",
      "tag": "",
      "shape": "sloping",
      "material": "",
      "count": 1,
      "note": "Slope marked 1 vertical to 2 horizontal."
    }
  ],
  "measurements": [
    {
      "label": "offset to C OF BRG.",
      "value": "1070 (SQ.)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "offset to C OF BRG.",
      "value": "1236 (SK.)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "EXP.GAP",
      "value": "80(SQ.)",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "EXP.GAP",
      "value": "92(SK)",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "deck/slab vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "Bridge deck slab"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "Bridge girder"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "Bridge girder"
    },
    {
      "label": "horizontal dimension",
      "value": "2850",
      "unit": "",
      "appliesTo": "Bridge girder"
    },
    {
      "label": "horizontal dimension",
      "value": "3500(SQ)",
      "unit": "",
      "appliesTo": "Bridge deck slab"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "Abutment"
    },
    {
      "label": "pile spacing/end offset",
      "value": "750",
      "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 spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "pile spacing/end offset",
      "value": "750",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "Pile cap"
    },
    {
      "label": "embankment slope",
      "value": "1:2",
      "unit": "",
      "appliesTo": "Embankment"
    },
    {
      "label": "filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "Filter media"
    },
    {
      "label": "pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "POT-PTFE BEARING (TYP.)",
    "RCC SEISMIC STOPPER",
    "STONE PITCHING",
    "INDEPENDENT RETAINING WALL",
    "600 THK. FILTER MEDIA",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "A2",
    "C OF EXP. JOINT",
    "C OF BRG.",
    "SECTION A-A",
    "(SCALE 1:150)"
  ],
  "description": "This crop shows SECTION A-A through abutment A2 at the bridge expansion-joint end. It documents the deck end, bearing and RCC seismic stopper, abutment and piled foundation, together with the adjacent sloping embankment and independent retaining wall treatment."
}

p02_r05Section

  • Bridge deck slab×1rectangular

1070 (SQ.) offset to C OF BRG.1236 (SK.) offset to C OF BRG.80(SQ.) EXP.GAP92(SK) EXP.GAP230 deck/slab vertical dimension2650 vertical dimension1500 horizontal dimension2850 horizontal dimension+12 more

crop

p02_r03

page 2 · general_notes_p02_r03
Original
p02_r03
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC precast girder",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Concrete grade specified as M50."
    },
    {
      "name": "R.C.C. cast in situ deck slab",
      "tag": "",
      "shape": "slab",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "R.C.C. end cross girder",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "R.C.C. 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": "slab",
      "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": "slab",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M35."
    },
    {
      "name": "abutment & 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."
    },
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "bar",
      "material": "high yield strength deformed (TMT) steel",
      "count": null,
      "note": "Grade-Fe 550D, conforming to IS: 1786."
    },
    {
      "name": "strip seal type expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided as per MORTH specification."
    },
    {
      "name": "bituminous concrete",
      "tag": "",
      "shape": "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."
    },
    {
      "name": "selected earth fill",
      "tag": "",
      "shape": "",
      "material": "earth fill",
      "count": null,
      "note": "Used for backfilling behind RE wall."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bearing height may be adjusted in pedestal."
    },
    {
      "name": "piercap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top level fixed considering bearing and pedestal depth."
    },
    {
      "name": "working pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Tentative working load is subject to change as per detailed design."
    }
  ],
  "measurements": [
    {
      "label": "Concrete grade, PSC PRECAST GIRDER",
      "value": "M50",
      "unit": "",
      "appliesTo": "PSC precast girder"
    },
    {
      "label": "Concrete grade, R.C.C. CAST IN SITU DECK SLAB",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. cast in situ deck slab"
    },
    {
      "label": "Concrete grade, R.C.C. END CROSS GIRDER",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. end cross girder"
    },
    {
      "label": "Concrete grade, R.C.C. INTERMEDIATE CROSS GIRDER",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. intermediate cross girder"
    },
    {
      "label": "Concrete grade, BEARING PEDESTAL",
      "value": "M50",
      "unit": "",
      "appliesTo": "bearing pedestal"
    },
    {
      "label": "Concrete grade, CRASH BARRIER",
      "value": "M40",
      "unit": "",
      "appliesTo": "crash barrier"
    },
    {
      "label": "Concrete grade, APPROACH SLAB",
      "value": "M30",
      "unit": "",
      "appliesTo": "approach slab"
    },
    {
      "label": "Concrete grade, LEVELLING COURSE",
      "value": "M15",
      "unit": "",
      "appliesTo": "levelling course"
    },
    {
      "label": "Concrete grade, DIRT WALL & SLAB",
      "value": "M35",
      "unit": "",
      "appliesTo": "dirt wall & slab"
    },
    {
      "label": "Concrete grade, ABUTMENT & PIER",
      "value": "M45",
      "unit": "",
      "appliesTo": "abutment & pier"
    },
    {
      "label": "Concrete grade, PILE FOUNDATION",
      "value": "M35",
      "unit": "",
      "appliesTo": "pile foundation"
    },
    {
      "label": "Clear cover, FOUNDATION",
      "value": "75",
      "unit": "mm",
      "appliesTo": "foundation"
    },
    {
      "label": "Clear cover, ABUTMENT & ABUTMENT CAP",
      "value": "45",
      "unit": "mm",
      "appliesTo": "abutment & abutment cap"
    },
    {
      "label": "Clear cover, PIER & PIER CAP",
      "value": "45",
      "unit": "mm",
      "appliesTo": "pier & pier cap"
    },
    {
      "label": "Clear cover, SUPERSTRUCTURE",
      "value": "45",
      "unit": "mm",
      "appliesTo": "superstructure"
    },
    {
      "label": "Reinforcing steel grade",
      "value": "Fe 550D",
      "unit": "",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "Bituminous concrete thickness",
      "value": "50",
      "unit": "MM",
      "appliesTo": "bituminous concrete"
    },
    {
      "label": "Earth fill cohesion",
      "value": "C=0",
      "unit": "",
      "appliesTo": "selected earth fill"
    },
    {
      "label": "Earth fill friction angle",
      "value": "ø>32°",
      "unit": "",
      "appliesTo": "selected earth fill"
    },
    {
      "label": "Earth fill unit weight",
      "value": "γ=2T/m³",
      "unit": "",
      "appliesTo": "selected earth fill"
    },
    {
      "label": "Bearing and pedestal depth",
      "value": "400",
      "unit": "mm",
      "appliesTo": "piercap"
    },
    {
      "label": "Bearing height threshold",
      "value": "200",
      "unit": "mm",
      "appliesTo": "bearing"
    },
    {
      "label": "Pedestal adjustment height",
      "value": "200",
      "unit": "mm",
      "appliesTo": "pedestal"
    },
    {
      "label": "Maximum vertical working pile load",
      "value": "300",
      "unit": "T",
      "appliesTo": "working pile"
    },
    {
      "label": "Lateral working pile load",
      "value": "50",
      "unit": "T",
      "appliesTo": "working 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:-",
    "PSC PRECAST GIRDER -----------M50",
    "R.C.C. CAST IN SITU DECK SLAB ----M45",
    "R.C.C. END CROSS GIRDER ----- --M45",
    "R.C.C. INTERMEDIATE CROSS GIRDER --M45",
    "BEARING PEDESTAL --------------M50",
    "CRASH BARRIER ----------------M40",
    "APPROACH SLAB ----------------M30",
    "LEVELLING COURSE -------------M15",
    "DIRT WALL & SLAB -------------M35",
    "ABUTMENT & PIER --------------M45",
    "PILE FOUNDATION --------------M35",
    "6. CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS:",
    "FOUNDATION........................................75mm",
    "SUBSTRUCTURE ABUTMENT & ABUTMENT CAP......45mm",
    "PIER & PIER CAP........................45mm",
    "SUPERSTRUCTURE......................................45mm",
    "7. ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.",
    "8. STRIP SEAL TYPE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.",
    "9. BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.",
    "10. FRI, 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:",
    "MAX. VERTICAL LOAD",
    "LATERAL LOAD"
  ],
  "description": "This crop is a general structural bridge notes block, including concrete grades, reinforcement cover requirements, material requirements, design criteria, and construction references. It also includes a small table of tentative working pile loads; no plan, elevation, or physical arrangement of the bridge is shown."
}

p02_r03Notes

  • R.C.C. cast in situ deck slabslabreinforced concreteConcrete grade specified as M45.

M50 Concrete grade, PSC PRECAST GIRDERM45 Concrete grade, R.C.C. CAST IN SITU DECK SLABM45 Concrete grade, R.C.C. END CROSS GIRDERM45 Concrete grade, R.C.C. INTERMEDIATE CROSS GIRDERM50 Concrete grade, BEARING PEDESTALM40 Concrete grade, CRASH BARRIERM30 Concrete grade, APPROACH SLABM15 Concrete grade, LEVELLING COURSE+17 more

crop

pier_p1

page 2 · pier_p1
Original
pier_p1
{
  "view": "Section",
  "objects": [
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Marked FRL."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Deck continuity is indicated over the pier."
    },
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "girder",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Marked (TYP.)."
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Marked (TYP.)."
    },
    {
      "name": "RCC column pier",
      "tag": "P1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "RCC pilecap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Shown below pilecap; callout states 1200 DIA."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension from C OF BRG.",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension from C OF BRG.",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension from C OF BRG.",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension from C OF BRG.",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension at crash barrier/deck",
      "value": "230",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "vertical dimension at crash barrier/deck",
      "value": "230",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "vertical girder depth dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "vertical girder depth dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "bearing/seismic stopper horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "POT-PTFE bearing"
    },
    {
      "label": "pier head vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "pier head subdivision dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "pier head subdivision dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "pier head width dimension",
      "value": "3640(SQ)",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "pier head width dimension",
      "value": "4203(SK)",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "column width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "pilecap vertical dimension",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pilecap end horizontal dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pile spacing dimension",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ pile"
    },
    {
      "label": "pilecap end horizontal dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "pilecap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "bored pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "bored cast-in-situ pile"
    },
    {
      "label": "section-at-pier rectangle horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "section-at-pier rectangle vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "chamfer dimension",
      "value": "25",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "chamfer dimension",
      "value": "25",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "chamfer size",
      "value": "25X25",
      "unit": "",
      "appliesTo": "RCC column pier"
    }
  ],
  "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 25X25"
  ],
  "labels": [
    "P1",
    "C OF BRG.",
    "C OF BRG.",
    "SECTION B-B",
    "(SCALE 1:150)",
    "SECTION AT PIER LOCATION",
    "(SCALE 1:25)"
  ],
  "description": "This crop shows Section B-B through pier P1, including the deck support arrangement, RCC column pier, pilecap, and two bored cast-in-situ piles. A separate section titled SECTION AT PIER LOCATION shows a 1500 by 1000 rectangular pier section with 25X25 chamfers."
}

pier_p1Section

  • deck slab×1rectangularDeck continuity is indicated over the pier.

1170(SQ) horizontal dimension from C OF BRG.1350(SK) horizontal dimension from C OF BRG.1170(SQ) horizontal dimension from C OF BRG.1350(SK) horizontal dimension from C OF BRG.230 vertical dimension at crash barrier/deck230 vertical dimension at crash barrier/deck2650 vertical girder depth dimension2650 vertical girder depth dimension+18 more

crop

p02_r03 notes of general notes

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r03_notes_of_general_notes
Original
p02_r03 notes of general notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC precast girder",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Concrete grade noted as M50."
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "",
      "material": "R.C.C. cast in situ",
      "count": null,
      "note": "Concrete grade noted as M45; drainage spout is to be provided in deck slab."
    },
    {
      "name": "End cross girder",
      "tag": "",
      "shape": "",
      "material": "R.C.C.",
      "count": null,
      "note": "Concrete grade noted as M45."
    },
    {
      "name": "Intermediate cross girder",
      "tag": "",
      "shape": "",
      "material": "R.C.C.",
      "count": null,
      "note": "Concrete grade noted as M45."
    },
    {
      "name": "Bearing pedestal",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M50."
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M40."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M30."
    },
    {
      "name": "Levelling course",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M15."
    },
    {
      "name": "Dirt wall and slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M35."
    },
    {
      "name": "Abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M45; backfilling behind abutment is noted."
    },
    {
      "name": "Pier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M45."
    },
    {
      "name": "Pile foundation",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M35; tentative working pile loads are tabulated."
    },
    {
      "name": "Reinforcing steel",
      "tag": "",
      "shape": "deformed bars",
      "material": "high yield strength steel",
      "count": null,
      "note": "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 50MM thick."
    },
    {
      "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": "selected earth fill",
      "count": null,
      "note": "Behind abutment / RE wall."
    },
    {
      "name": "RE wall",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in selected earth fill note."
    },
    {
      "name": "Gap slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimension and reinforcement details refer miscellaneous drawing."
    }
  ],
  "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": "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 and slab"
    },
    {
      "label": "ABUTMENT & PIER concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "Abutment and pier"
    },
    {
      "label": "PILE FOUNDATION concrete grade",
      "value": "M35",
      "unit": "",
      "appliesTo": "Pile foundation"
    },
    {
      "label": "Clear cover to foundation reinforcement",
      "value": "75",
      "unit": "mm",
      "appliesTo": "Foundation"
    },
    {
      "label": "Clear cover to abutment & abutment cap reinforcement",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Abutment & abutment cap"
    },
    {
      "label": "Clear cover to pier & pier cap reinforcement",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Pier & pier cap"
    },
    {
      "label": "Clear cover to superstructure reinforcement",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Superstructure"
    },
    {
      "label": "Reinforcing steel grade",
      "value": "Fe 550D",
      "unit": "",
      "appliesTo": "Reinforcing steel"
    },
    {
      "label": "Bituminous concrete thickness",
      "value": "50MM",
      "unit": "",
      "appliesTo": "Bituminous concrete"
    },
    {
      "label": "Seismic zone",
      "value": "III",
      "unit": "",
      "appliesTo": "Structure"
    },
    {
      "label": "Wind zone",
      "value": "IV",
      "unit": "",
      "appliesTo": "Structure"
    },
    {
      "label": "Selected earth fill cohesion",
      "value": "C=0",
      "unit": "",
      "appliesTo": "Selected earth fill"
    },
    {
      "label": "Selected earth fill friction angle",
      "value": "Ø>32°",
      "unit": "",
      "appliesTo": "Selected earth fill"
    },
    {
      "label": "Selected earth fill unit weight",
      "value": "γ=2T/m³",
      "unit": "",
      "appliesTo": "Selected earth fill"
    },
    {
      "label": "Bearing depth considered for piercap top level",
      "value": "400mm",
      "unit": "",
      "appliesTo": "Bearing"
    },
    {
      "label": "Bearing height threshold",
      "value": "200mm",
      "unit": "",
      "appliesTo": "Bearing"
    },
    {
      "label": "Pedestal adjustment height",
      "value": "200mm",
      "unit": "",
      "appliesTo": "Pedestal"
    },
    {
      "label": "Maximum vertical pile load",
      "value": "300",
      "unit": "T",
      "appliesTo": "Pile foundation"
    },
    {
      "label": "Lateral pile load",
      "value": "50",
      "unit": "T",
      "appliesTo": "Pile foundation"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.",
    "3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLASS A, ONE LANE CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R + ONE LANE OF 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED AS LIVE LOAD.",
    "5. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONENTS SHALL BE AS FOLLOWS:—",
    "• PSC PRECAST GIRDER ————————M50",
    "• R.C.C. CAST IN SITU DECK SLAB ————M45",
    "• R.C.C. END CROSS GIRDER ————M45",
    "• R.C.C. INTERMEDIATE CROSS GIRDER —M45",
    "• BEARING PEDESTAL —————————M50",
    "• CRASH BARRIER ——————————M40",
    "• APPROACH SLAB ——————————M30",
    "• LEVELLING COURSE —————————M15",
    "• DIRT WALL & SLAB —————————M35",
    "• ABUTMENT & PIER —————————M45",
    "• PILE FOUNDATION —————————M35",
    "6. CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS:",
    "FOUNDATION........................................75mm",
    "SUBSTRUCTURE     ABUTMENT & ABUTMENT CAP......45mm",
    "PIER & PIER CAP........................45mm",
    "SUPERSTRUCTURE....................................45mm",
    "7. ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.",
    "8. STRIP SEAL TYE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.",
    "9. BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.",
    "10. FRL, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.",
    "11. DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.",
    "12. BACK FILLING MATERIAL BEHIND ABUTMENT SHALL BE WELL COMPACTED AS PER APPENDIX 6 OF IRC 78:2014 & M O R T H SPECIFICATION BEFORE RESTING THE SUPERSTRUCTURE.",
    "13. THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & ’SEVERE’ EXPOSURE CONDITION.",
    "14. DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.",
    "15. THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, 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:",
    "MAX. VERTICAL LOAD",
    "LATERAL LOAD"
  ],
  "description": "This crop is a general bridge drawing notes block, including dimensional conventions, design loading, concrete grades, reinforcement cover requirements, and material/specification requirements. It also includes a small table of tentative working pile loads and notes referring to other highway alignment, plan/profile, and miscellaneous drawings."
}

p02_r03 notes of general notesNotes

  • Deck slabR.C.C. cast in situConcrete grade noted as M45; drainage spout is to be provided in deck slab.

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+19 more

crop

p02_r05 section a a

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_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": "Partial deck section is shown."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "narrow vertical joint",
      "material": "",
      "count": 1,
      "note": "Located at C OF EXP. JOINT."
    },
    {
      "name": "abutment",
      "tag": "",
      "shape": "reinforced concrete wall with seat",
      "material": "",
      "count": 1,
      "note": "Supported on a pile cap."
    },
    {
      "name": "wingwall",
      "tag": "",
      "shape": "sloping retaining wall",
      "material": "",
      "count": 1,
      "note": "Extends from the abutment toward the left."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the abutment."
    },
    {
      "name": "bored cast-in-situ piles",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Pile locations are shown beneath the pile cap."
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Marked TYP."
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular block",
      "material": "RCC",
      "count": 1,
      "note": ""
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Partially shown at the right side of the section."
    },
    {
      "name": "stone pitching",
      "tag": "",
      "shape": "sloping layer",
      "material": "stone",
      "count": 1,
      "note": ""
    },
    {
      "name": "filter media",
      "tag": "",
      "shape": "tapered layer",
      "material": "",
      "count": 1,
      "note": "Shown adjacent to the independent retaining wall."
    },
    {
      "name": "reinforcement bar",
      "tag": "1",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": "Bar mark is shown within the sloping wall."
    },
    {
      "name": "reinforcement bar",
      "tag": "2",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": "Bar mark is shown within the sloping wall."
    }
  ],
  "measurements": [
    {
      "label": "dimension (SQ.)",
      "value": "1070",
      "unit": "",
      "appliesTo": "C OF BRG."
    },
    {
      "label": "dimension (SK.)",
      "value": "1236",
      "unit": "",
      "appliesTo": "C OF BRG."
    },
    {
      "label": "EXP.GAP (SQ.)",
      "value": "80",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "EXP.GAP (SK)",
      "value": "92",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "dimension (SQ)",
      "value": "3500",
      "unit": "",
      "appliesTo": "deck/abutment section"
    },
    {
      "label": "vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "deck end"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "deck end"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "left deck underside"
    },
    {
      "label": "horizontal dimension",
      "value": "2850",
      "unit": "",
      "appliesTo": "left deck underside"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "abutment/pile cap"
    },
    {
      "label": "end spacing",
      "value": "750",
      "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 spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "end spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "overall pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "filter media"
    },
    {
      "label": "bored cast-in-situ pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "POT-PTFE BEARING (TYP.)",
    "RCC SEISMIC STOPPER",
    "STONE PITCHING",
    "INDEPENDENT RETAINING WALL",
    "600 THK. FILTER MEDIA",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "A2",
    "C OF EXP. JOINT",
    "C OF BRG.",
    "SECTION A-A",
    "(SCALE 1:150)"
  ],
  "description": "This crop shows SECTION A-A through a bridge end support, including the deck expansion-joint area, abutment seat, bearing, seismic stopper, and piled foundation. A sloping wingwall/retaining element, stone pitching, filter media, and a partial independent retaining wall are also shown."
}

p02_r05 section a aSection

  • bridge deck slab×1rectangular horizontal slabPartial deck section is shown.

1070 dimension (SQ.)1236 dimension (SK.)80 EXP.GAP (SQ.)92 EXP.GAP (SK)3500 dimension (SQ)230 vertical dimension2650 vertical dimension1500 horizontal dimension+11 more

Page 3

crop

p03_r01

page 3 · end_bent_p03_r01
Original
p03_r01
{
  "view": "Section",
  "objects": [
    {
      "name": "crash barrier",
      "tag": "",
      "shape": "profiled barrier",
      "material": "RCC",
      "count": 2,
      "note": "Shown at the outer edges of the two footpaths."
    },
    {
      "name": "footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "wearing course",
      "tag": "WC",
      "shape": "thin sloping layer",
      "material": "",
      "count": 2,
      "note": "50mm THK. (WC) is called out on both carriageways."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping slab",
      "material": "RCC cast in situ",
      "count": 2,
      "note": "One deck slab is shown for each carriageway."
    },
    {
      "name": "abutment",
      "tag": "A1 & A2",
      "shape": "rectangular wall",
      "material": "",
      "count": 2,
      "note": "The crop is titled as a section at abutment locations A1 and A2."
    },
    {
      "name": "pile cap",
      "tag": "PCTL / PCBL",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Top and bottom pile-cap levels are identified for A1 and A2 on both L/S and R/S."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular pile outlines in section",
      "material": "",
      "count": null,
      "note": "Multiple piles are shown below each pile cap; the individual pile quantity is not unambiguously countable from this crop."
    },
    {
      "name": "cantilever median wall",
      "tag": "",
      "shape": "vertical rectangular wall",
      "material": "",
      "count": 1,
      "note": "Located between the two carriageways."
    },
    {
      "name": "plain cement concrete",
      "tag": "PCC M-15",
      "shape": "rectangular hatched block",
      "material": "PCC",
      "count": 1,
      "note": "Shown below the cantilever median wall."
    }
  ],
  "measurements": [
    {
      "label": "ROW",
      "value": "80000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "dimension",
      "value": "40000",
      "unit": "",
      "appliesTo": "left side of ROW"
    },
    {
      "label": "dimension",
      "value": "40000",
      "unit": "",
      "appliesTo": "right side of ROW"
    },
    {
      "label": "carriageway overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "LHS carriageway"
    },
    {
      "label": "carriageway overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "RHS carriageway"
    },
    {
      "label": "median width",
      "value": "2900",
      "unit": "",
      "appliesTo": "between carriageways"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "LHS carriageway"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "RHS carriageway"
    },
    {
      "label": "dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "six edge/kerb dimensions shown"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "left footpath"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "right footpath"
    },
    {
      "label": "dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "four locations shown"
    },
    {
      "label": "wearing course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "WC, both carriageways"
    },
    {
      "label": "deck slope",
      "value": "2.5",
      "unit": "%",
      "appliesTo": "RCC cast in situ deck, both carriageways"
    },
    {
      "label": "dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "two locations shown above abutments"
    },
    {
      "label": "abutment end dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "four locations shown"
    },
    {
      "label": "abutment bay spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "eight locations shown"
    },
    {
      "label": "dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "four pile-layout spacings shown"
    },
    {
      "label": "vertical dimension",
      "value": "4000",
      "unit": "",
      "appliesTo": "both abutment walls"
    },
    {
      "label": "sealant gap",
      "value": "20",
      "unit": "mm",
      "appliesTo": "gap at cantilever median wall"
    },
    {
      "label": "pile-cap length",
      "value": "16550",
      "unit": "",
      "appliesTo": "both pile caps; dimensions shown at upper and lower pile-cap lines"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "eight locations shown below pile caps"
    },
    {
      "label": "end pile spacing",
      "value": "775",
      "unit": "",
      "appliesTo": "four locations shown below pile caps"
    },
    {
      "label": "ACTL",
      "value": "514.674",
      "unit": "",
      "appliesTo": "A1 L/S"
    },
    {
      "label": "ACTL",
      "value": "516.136",
      "unit": "",
      "appliesTo": "A2 L/S"
    },
    {
      "label": "ACTL",
      "value": "514.839",
      "unit": "",
      "appliesTo": "A1 R/S"
    },
    {
      "label": "ACTL",
      "value": "516.318",
      "unit": "",
      "appliesTo": "A2 R/S"
    },
    {
      "label": "PCTL",
      "value": "508.655",
      "unit": "",
      "appliesTo": "A1 L/S and A1 R/S"
    },
    {
      "label": "PCTL",
      "value": "511.391",
      "unit": "",
      "appliesTo": "A2 L/S and A2 R/S"
    },
    {
      "label": "PCBL",
      "value": "506.855",
      "unit": "",
      "appliesTo": "A1 L/S and A1 R/S"
    },
    {
      "label": "PCBL",
      "value": "509.591",
      "unit": "",
      "appliesTo": "A2 L/S and A2 R/S"
    },
    {
      "label": "PILE TIP LVL.",
      "value": "481.905",
      "unit": "",
      "appliesTo": "A1 L/S and A1 R/S"
    },
    {
      "label": "PILE TIP LVL.",
      "value": "484.641",
      "unit": "",
      "appliesTo": "A2 L/S and A2 R/S"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "section"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK",
    "SLOPE 2.5%",
    "20mm GAP FILLED WITH POLYSULPHIDE SEALANT",
    "CANTILEVER MEDIAN WALL",
    "PCC M-15"
  ],
  "labels": [
    "80000 ROW",
    "C OF PROPOSED ROAD",
    "C OF LHS (CARRIAGEWAY)",
    "C OF RHS (CARRIAGEWAY)",
    "FRL",
    "SECTION AT ABUTMENT LOCATION AT A1 & A2",
    "(SCALE 1:150)",
    "A"
  ],
  "description": "This crop shows a transverse section titled \"SECTION AT ABUTMENT LOCATION AT A1 & A2\" for two separated carriageways. It documents the deck, footpaths and RCC crash barriers above piled abutment foundations, with a cantilever median wall and PCC M-15 block between the carriageways."
}

p03_r01Section

  • deck slab×2sloping slabRCC cast in situOne deck slab is shown for each carriageway.

80000 ROW40000 dimension40000 dimension16550 carriageway overall width16550 carriageway overall width2900 median width13500 carriageway width13500 carriageway width+26 more

crop

p03_r02

page 3 · pier_p03_r02
Original
p03_r02
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "profiled barrier",
      "material": "RCC",
      "count": 2,
      "note": "One at each outer edge of the two shown carriageways."
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": "Shown adjacent to the outer crash barriers."
    },
    {
      "name": "Wearing course",
      "tag": "",
      "shape": "thin layered strip",
      "material": "WC",
      "count": 2,
      "note": "Called out as 50mm THK. (WC)."
    },
    {
      "name": "Cast-in-situ deck",
      "tag": "",
      "shape": "sloping slab",
      "material": "RCC cast in situ",
      "count": 2,
      "note": "One deck slab is shown for each carriageway."
    },
    {
      "name": "Girder",
      "tag": "",
      "shape": "I-girder / flanged beam profile",
      "material": "",
      "count": 10,
      "note": "Five supporting members are visible below each deck slab."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 10,
      "note": "Small bearing-like rectangular elements are shown between the girders and pier caps."
    },
    {
      "name": "Pier cap",
      "tag": "",
      "shape": "stepped rectangular cap with sloping top",
      "material": "",
      "count": 2,
      "note": "One cap supports each carriageway."
    },
    {
      "name": "Pier column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Three vertical columns are shown below each pier cap."
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Dashed outline below the pier columns."
    },
    {
      "name": "Pile",
      "tag": "P1",
      "shape": "dashed vertical pile symbol",
      "material": "",
      "count": null,
      "note": "Pile symbols are shown below both pile caps; individual pile count is unclear in this crop."
    }
  ],
  "measurements": [
    {
      "label": "overall carriageway width",
      "value": "16550",
      "unit": "",
      "appliesTo": "each shown carriageway"
    },
    {
      "label": "proposed-road centreline spacing",
      "value": "2900",
      "unit": "",
      "appliesTo": "C OF PROPOSED ROAD"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "each CARRIAGEWAY"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "deck edge / outer strip"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "FOOTPATH"
    },
    {
      "label": "edge dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "deck edge / footpath area"
    },
    {
      "label": "wearing-course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "WC"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "RCC CAST IN SITU DECK"
    },
    {
      "label": "girder spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "girder layout"
    },
    {
      "label": "end bay dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "pier cap; marked (SQ)"
    },
    {
      "label": "intermediate bay dimension",
      "value": "3500",
      "unit": "",
      "appliesTo": "pier cap; marked (SQ)"
    },
    {
      "label": "pier-cap overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "each pier cap"
    },
    {
      "label": "pier-column spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "pier columns"
    },
    {
      "label": "pier-column width / spacing dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "pier columns"
    },
    {
      "label": "pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "pile-cap end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "pile-cap / pile layout"
    },
    {
      "label": "PCTL elevation",
      "value": "515.384",
      "unit": "",
      "appliesTo": "PCTL P1 L/S"
    },
    {
      "label": "PCTL elevation",
      "value": "515.567",
      "unit": "",
      "appliesTo": "PCTL A2 R/S"
    },
    {
      "label": "PCTL elevation",
      "value": "503.316",
      "unit": "",
      "appliesTo": "PCTL P1 L/S"
    },
    {
      "label": "PCTL elevation",
      "value": "503.316",
      "unit": "",
      "appliesTo": "PCTL P1 R/S"
    },
    {
      "label": "PCBL elevation",
      "value": "501.516",
      "unit": "",
      "appliesTo": "PCBL P1 L/S"
    },
    {
      "label": "PCBL elevation",
      "value": "501.516",
      "unit": "",
      "appliesTo": "PCBL P1 R/S"
    },
    {
      "label": "pile tip level",
      "value": "476.566",
      "unit": "",
      "appliesTo": "PILE TIP LVL. P1 L/S"
    },
    {
      "label": "pile tip level",
      "value": "476.566",
      "unit": "",
      "appliesTo": "PILE TIP LVL. P1 R/S"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK",
    "SLOPE 2.5%"
  ],
  "labels": [
    "C OF PROPOSED ROAD",
    "C OF LHS (CARRIAGEWAY)",
    "C OF RHS (CARRIAGEWAY)",
    "FRL",
    "PCTL P1 L/S 515.384",
    "PCTL A2 R/S 515.567",
    "PCTL P1 L/S 503.316",
    "PCTL P1 R/S 503.316",
    "PCBL P1 L/S 501.516",
    "PCBL P1 R/S 501.516",
    "PILE TIP LVL. P1 L/S 476.566",
    "PILE TIP LVL. P1 R/S 476.566",
    "SECTION AT PIER LOCATION",
    "(SCALE 1:150)",
    "B"
  ],
  "description": "This crop shows a cross section at a pier location for separated left-hand-side and right-hand-side carriageways, divided by the centreline of the proposed road. It documents the deck and edge works above pier caps, three-column pier supports, pile caps, and the indicated pile layout and levels."
}

p03_r02Cross Section

  • Cast-in-situ deck×2sloping slabRCC cast in situOne deck slab is shown for each carriageway.

16550 overall carriageway width2900 proposed-road centreline spacing13500 carriageway width450 edge width1500 footpath width100 edge dimension50 mm wearing-course thickness2.5% deck slope+17 more

crop

p03_r01 cross section of deck and pile group at abutments a1 a2

page 3 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p03_r01_cross_section_of_deck_and_pile_group_at_abutments_a1_a2
Original
p03_r01 cross section of deck and pile group at abutments a1 a2
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "roadway deck",
      "tag": "",
      "shape": "sloping slab",
      "material": "RCC cast in situ",
      "count": 2,
      "note": "One deck slab is shown for each carriageway."
    },
    {
      "name": "crash barrier",
      "tag": "",
      "shape": "upstand barrier",
      "material": "RCC",
      "count": 2,
      "note": "Located at the outside edge of each footpath."
    },
    {
      "name": "footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "cantilever median wall",
      "tag": "",
      "shape": "rectangular wall",
      "material": "",
      "count": 1,
      "note": "Located between the two carriageways."
    },
    {
      "name": "abutment wall",
      "tag": "A1 & A2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Large dotted wall bodies are shown below the deck at the left-side and right-side structures."
    },
    {
      "name": "pile cap",
      "tag": "A1 L/S, A2 L/S, A1 R/S, A2 R/S",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Dashed pile caps are shown beneath the abutment walls."
    },
    {
      "name": "pile",
      "tag": "A1 L/S, A2 L/S, A1 R/S, A2 R/S",
      "shape": "vertical with enlarged base detail",
      "material": "",
      "count": 10,
      "note": "Five piles are visible beneath each pile cap."
    },
    {
      "name": "PCC bedding/base",
      "tag": "M-15",
      "shape": "rectangular",
      "material": "PCC",
      "count": 1,
      "note": "Shown below the cantilever median wall."
    },
    {
      "name": "embankment",
      "tag": "",
      "shape": "sloping",
      "material": "",
      "count": 2,
      "note": "Sloping approach embankments are shown at both outside ends."
    },
    {
      "name": "stone pitching / rock protection",
      "tag": "",
      "shape": "irregular",
      "material": "stone",
      "count": 2,
      "note": "Irregular stone-pattern protection is shown on both embankment slopes."
    },
    {
      "name": "deck support members",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 10,
      "note": "Unlabelled vertical members are shown between the deck and abutment wall/pile-cap region, five per carriageway."
    }
  ],
  "measurements": [
    {
      "label": "ROW",
      "value": "80000",
      "unit": "",
      "appliesTo": "overall right of way"
    },
    {
      "label": "ROW half width",
      "value": "40000",
      "unit": "",
      "appliesTo": "left side of proposed road centreline"
    },
    {
      "label": "ROW half width",
      "value": "40000",
      "unit": "",
      "appliesTo": "right side of proposed road centreline"
    },
    {
      "label": "median width",
      "value": "2900",
      "unit": "",
      "appliesTo": "between carriageways at C OF PROPOSED ROAD"
    },
    {
      "label": "deck / carriageway overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left carriageway structure"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "left carriageway"
    },
    {
      "label": "deck / carriageway overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right carriageway structure"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "right carriageway"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "left outside deck edge"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "left inside deck edge"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "right inside deck edge"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "right outside deck edge"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "left footpath"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "right footpath"
    },
    {
      "label": "dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "left outside deck/footpath detail"
    },
    {
      "label": "dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "left inside deck/median detail"
    },
    {
      "label": "dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "right inside deck/median detail"
    },
    {
      "label": "dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "right outside deck/footpath detail"
    },
    {
      "label": "wearing course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "left deck"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "left RCC cast in situ deck"
    },
    {
      "label": "wearing course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "right deck"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "right RCC cast in situ deck"
    },
    {
      "label": "dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "left deck support spacing/detail"
    },
    {
      "label": "dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "right deck support spacing/detail"
    },
    {
      "label": "end width",
      "value": "1275",
      "unit": "",
      "appliesTo": "left carriageway, outside end"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "left carriageway"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "left carriageway"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "left carriageway"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "left carriageway"
    },
    {
      "label": "end width",
      "value": "1275",
      "unit": "",
      "appliesTo": "left carriageway, median end"
    },
    {
      "label": "end width",
      "value": "1275",
      "unit": "",
      "appliesTo": "right carriageway, median end"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "right carriageway"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "right carriageway"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "right carriageway"
    },
    {
      "label": "spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "right carriageway"
    },
    {
      "label": "end width",
      "value": "1275",
      "unit": "",
      "appliesTo": "right carriageway, outside end"
    },
    {
      "label": "dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "left abutment wall reinforcement/grid detail"
    },
    {
      "label": "dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "left abutment wall reinforcement/grid detail"
    },
    {
      "label": "dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "right abutment wall reinforcement/grid detail"
    },
    {
      "label": "dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "right abutment wall reinforcement/grid detail"
    },
    {
      "label": "gap",
      "value": "20",
      "unit": "mm",
      "appliesTo": "between structures at cantilever median wall"
    },
    {
      "label": "vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "left outside abutment end"
    },
    {
      "label": "vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "right outside abutment end"
    },
    {
      "label": "abutment / pile-cap width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left-side structure"
    },
    {
      "label": "abutment / pile-cap width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right-side structure"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "ACTL A1 L/S",
      "value": "514.674",
      "unit": "",
      "appliesTo": "left side"
    },
    {
      "label": "ACTL A2 L/S",
      "value": "516.136",
      "unit": "",
      "appliesTo": "left side"
    },
    {
      "label": "ACTL A1 R/S",
      "value": "514.839",
      "unit": "",
      "appliesTo": "right side"
    },
    {
      "label": "ACTL A2 R/S",
      "value": "516.318",
      "unit": "",
      "appliesTo": "right side"
    },
    {
      "label": "PCTL A1 L/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "left-side pile cap"
    },
    {
      "label": "PCTL A2 L/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "left-side pile cap"
    },
    {
      "label": "PCBL A1 L/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "left-side pile cap"
    },
    {
      "label": "PCBL A2 L/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "left-side pile cap"
    },
    {
      "label": "PCTL A1 R/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "right-side pile cap"
    },
    {
      "label": "PCTL A2 R/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "right-side pile cap"
    },
    {
      "label": "PCBL A1 R/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "right-side pile cap"
    },
    {
      "label": "PCBL A2 R/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "right-side pile cap"
    },
    {
      "label": "PILE TIP LVL. A1 L/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "PILE TIP LVL. A2 L/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "left-side pile group"
    },
    {
      "label": "PILE TIP LVL. A1 R/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "PILE TIP LVL. A2 R/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "right-side pile group"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "section"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "RCC CAST IN SITU DECK",
    "50mm THK. (WC)",
    "SLOPE 2.5%",
    "20mm GAP FILLED WITH POLYSULPHIDE SEALANT",
    "CANTILEVER MEDIAN WALL",
    "PCC M-15"
  ],
  "labels": [
    "C OF PROPOSED ROAD",
    "C OF LHS (CARRIAGEWAY)",
    "C OF RHS (CARRIAGEWAY)",
    "FRL",
    "SECTION AT ABUTMENT LOCATION AT A1 & A2",
    "(SCALE 1:150)",
    "A"
  ],
  "description": "This crop is a transverse section titled \"SECTION AT ABUTMENT LOCATION AT A1 & A2.\" It shows two RCC cast-in-situ roadway decks and footpaths separated by a cantilever median wall, with outside crash barriers and approach embankments. Below the deck level, two abutment/pile-cap arrangements and their visible pile groups are shown, together with level callouts for A1 and A2 on the left and right sides."
}

p03_r01 cross section of deck and pile group at abutments a1 a2Cross Section

  • roadway deck×2sloping slabRCC cast in situOne deck slab is shown for each carriageway.

80000 ROW40000 ROW half width40000 ROW half width2900 median width16550 deck / carriageway overall width13500 carriageway width16550 deck / carriageway overall width13500 carriageway width+66 more

crop

p03_r02 cross section of deck and pile group at pier p1

page 3 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p03_r02_cross_section_of_deck_and_pile_group_at_pier_p1
Original
p03_r02 cross section of deck and pile group at pier p1
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "cast-in-situ deck slab",
      "tag": "",
      "shape": "sloping slab",
      "material": "RCC cast in situ",
      "count": 2,
      "note": "One deck slab is shown for each carriageway."
    },
    {
      "name": "wearing course",
      "tag": "",
      "shape": "sloping layer",
      "material": "WC",
      "count": 2,
      "note": "Shown over the deck slabs."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "upstand barrier",
      "material": "RCC",
      "count": 2,
      "note": "Shown at the outer edges of the two carriageways."
    },
    {
      "name": "footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": "One footpath is shown at each outer edge."
    },
    {
      "name": "longitudinal girder",
      "tag": "",
      "shape": "rectangular web",
      "material": "",
      "count": 12,
      "note": "Six girder webs are visible beneath each deck slab."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "Small bearing blocks are shown between the girders and pier caps."
    },
    {
      "name": "pier cap",
      "tag": "P1",
      "shape": "stepped, variable-depth rectangular cap",
      "material": "",
      "count": 2,
      "note": "Separate caps are shown below the left-side and right-side carriageways."
    },
    {
      "name": "pier column",
      "tag": "P1",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Three columns are visible below each pier cap."
    },
    {
      "name": "pile cap",
      "tag": "P1",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Dashed pile caps are shown below ground level."
    },
    {
      "name": "pile",
      "tag": "P1",
      "shape": "circular",
      "material": "",
      "count": 24,
      "note": "Dashed pile outlines are shown in paired groups below each pile cap."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left-side carriageway / pier cap / pile cap layout"
    },
    {
      "label": "centre separation",
      "value": "2900",
      "unit": "",
      "appliesTo": "between carriageways at C OF PROPOSED ROAD"
    },
    {
      "label": "overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right-side carriageway / pier cap / pile cap layout"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "left outer deck edge"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "left footpath"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "left footpath/edge detail"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "LHS carriageway"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "left inner deck edge"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "left inner deck edge"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "right inner deck edge"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "right inner deck edge"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "RHS carriageway"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "right outer deck edge"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "right footpath"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "right footpath/edge detail"
    },
    {
      "label": "wearing course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "WC on left deck"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "left RCC cast in situ deck"
    },
    {
      "label": "wearing course thickness",
      "value": "50",
      "unit": "mm",
      "appliesTo": "WC on right deck"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "right RCC cast in situ deck"
    },
    {
      "label": "girder spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "left deck girders"
    },
    {
      "label": "girder spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "right deck girders"
    },
    {
      "label": "pier cap end bay",
      "value": "1275",
      "unit": "",
      "appliesTo": "left pier cap"
    },
    {
      "label": "pier cap bays",
      "value": "3500",
      "unit": "",
      "appliesTo": "left pier cap"
    },
    {
      "label": "pier cap overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left pier cap"
    },
    {
      "label": "pier column spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "left pier columns"
    },
    {
      "label": "pier column dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "left pier columns"
    },
    {
      "label": "pier cap end bay",
      "value": "1275",
      "unit": "",
      "appliesTo": "right pier cap"
    },
    {
      "label": "pier cap bays",
      "value": "3500",
      "unit": "",
      "appliesTo": "right pier cap"
    },
    {
      "label": "pier cap overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right pier cap"
    },
    {
      "label": "pier column spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "right pier columns"
    },
    {
      "label": "pier column dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "right pier columns"
    },
    {
      "label": "PCTL P1 L/S",
      "value": "515.384",
      "unit": "",
      "appliesTo": "left-side level"
    },
    {
      "label": "PCTL A2 R/S",
      "value": "515.567",
      "unit": "",
      "appliesTo": "right-side level"
    },
    {
      "label": "PCTL P1 L/S",
      "value": "503.316",
      "unit": "",
      "appliesTo": "left-side level"
    },
    {
      "label": "PCTL P1 R/S",
      "value": "503.316",
      "unit": "",
      "appliesTo": "right-side level"
    },
    {
      "label": "PCBL P1 L/S",
      "value": "501.516",
      "unit": "",
      "appliesTo": "left pile cap level"
    },
    {
      "label": "PCBL P1 R/S",
      "value": "501.516",
      "unit": "",
      "appliesTo": "right pile cap level"
    },
    {
      "label": "PILE TIP LVL. P1 L/S",
      "value": "476.566",
      "unit": "",
      "appliesTo": "left piles"
    },
    {
      "label": "PILE TIP LVL. P1 R/S",
      "value": "476.566",
      "unit": "",
      "appliesTo": "right piles"
    },
    {
      "label": "pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "left pile layout"
    },
    {
      "label": "pile cap end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "left pile cap layout"
    },
    {
      "label": "pile cap overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left pile cap"
    },
    {
      "label": "pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "right pile layout"
    },
    {
      "label": "pile cap end offset",
      "value": "775",
      "unit": "",
      "appliesTo": "right pile cap layout"
    },
    {
      "label": "pile cap overall width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right pile cap"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "FOOTPATH",
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK",
    "SLOPE 2.5%"
  ],
  "labels": [
    "C OF PROPOSED ROAD",
    "C OF LHS (CARRIAGEWAY)",
    "C OF RHS (CARRIAGEWAY)",
    "FRL",
    "SECTION AT PIER LOCATION",
    "(SCALE 1:150)",
    "B"
  ],
  "description": "This crop is a transverse section at a pier location, showing separate left-side and right-side carriageway decks about the centreline of the proposed road. It documents the deck crossfall, footpaths and crash barriers, girder and bearing arrangement, pier caps and columns, and the piled foundations below the indicated levels."
}

p03_r02 cross section of deck and pile group at pier p1Cross Section

  • cast-in-situ deck slab×2sloping slabRCC cast in situOne deck slab is shown for each carriageway.

16550 overall width2900 centre separation16550 overall width450 edge width1500 footpath width100 offset13500 carriageway width450 edge width+38 more