Drawing to BOQpipeline control sheet
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Unnamed Concrete Element (Name Not Stated)

3 pages · 3 crops · ×39 · other

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

Item name is not stated, so no class can be assigned without identifying the element.

How the sheets named it

not statedA1P1

Notes on the sheets that carry it

  • p1RCC CRASH BARRIER
  • p1℄ OF EXP. JOINT
  • p130° SKEW
  • p1INDEPENDENT RET... (text cut off at right edge)
  • p1MEDIA... PC... (text cut off at right edge)
  • p21200 DIA BORED CAST-IN-SITU PILES
  • p2(SCALE 1:150)
  • p350mm THK. (WC)
  • p3RCC CAST IN SITU DECK
  • p3SLOPE 2.5%
  • p320mm GAP FILLED WITH POLYSULPHIDE SEALANT
  • p3CANTILEVER MEDIAN WALL
  • p3PCC M-15

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

Page 1

crop

p01_r02 half plan showing deck level foundation level

page 1 · structural_drawings_pkg_1_9fa14effda074c9fb8ebfc78f519cc6d_p01_r02_half_plan_showing_deck_level_foundation_level
Original
p01_r02 half plan showing deck level foundation level
{
  "view": "Plan",
  "objects": [
    {
      "name": "not stated",
      "tag": "A1",
      "shape": "skewed rectangular (30° skew)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Grid/reference bubbles A1 shown at both ends of the plan, each with centre line of expansion joint"
    },
    {
      "name": "not stated",
      "tag": "P1",
      "shape": "skewed, in line with deck skew",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Intermediate support reference line at mid-length of the plan"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "skewed parallelogram in plan",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Two separate decks (right side and left side of dual carriageway) shown in the half plan at deck level"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "I-girder / straight longitudinal line in plan",
      "material": "precast/prestressed concrete (not stated)",
      "count": null,
      "note": "5 girder lines visible per deck at 3500 spacing; not individually tagged"
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "square in plan",
      "material": "not stated",
      "count": null,
      "note": "Small squares at girder ends over abutment and pier lines of both decks"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "transverse rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Transverse lines across girders at intermediate positions"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear edge strip in plan",
      "material": "reinforced concrete",
      "count": null,
      "note": "Labelled three times along outer and median edges of both decks"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "skewed rectangular slab",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labelled 'APPROACH SLAB' on both right-side and left-side decks at the A1 end"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "transverse line along skew",
      "material": "not stated",
      "count": 2,
      "note": "Marked '℄ OF EXP. JOINT' at each A1 abutment line"
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "linear strip",
      "material": "not stated",
      "count": 2,
      "note": "Noted at top and bottom of the roadway cross-width dimension stack"
    },
    {
      "name": "Median",
      "tag": "",
      "shape": "linear strip between carriageways",
      "material": "not stated",
      "count": 1,
      "note": "'℄ OF MEDIAN' shown; median PC(?) text partly cut off at right edge"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "fan-shaped (radial) slope in plan",
      "material": "earth fill",
      "count": 2,
      "note": "Radial hatch with vegetation symbols at both ends of the approach beyond abutment A1"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "circular in plan within rectangular footing",
      "material": "reinforced concrete",
      "count": null,
      "note": "Right-hand portion of crop is the half plan at foundation level showing circular foundation elements at 3750 spacing; partially cut off"
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "linear wall",
      "material": "not stated",
      "count": 1,
      "note": "Callout text 'INDEPENDENT RET...' cut off at right edge of crop"
    },
    {
      "name": "Right of way boundary line",
      "tag": "",
      "shape": "linear",
      "material": "n/a",
      "count": 1,
      "note": "Vertical line at left annotated 80000 ROW"
    }
  ],
  "measurements": [
    {
      "label": "Span length (square / skew)",
      "value": "40000(SQ)  46189(SK)",
      "unit": "",
      "appliesTo": "A1 to P1 span"
    },
    {
      "label": "Span length (square / skew)",
      "value": "40000(SQ)  46189(SK)",
      "unit": "",
      "appliesTo": "P1 to A1 span (second span)"
    },
    {
      "label": "Clear/effective span (square / skew)",
      "value": "37761(SQ)  43603(SK)",
      "unit": "",
      "appliesTo": "A1 to P1"
    },
    {
      "label": "Dimension from expansion joint to bearing line (square / skew)",
      "value": "1070(SQ)  1236(SK)",
      "unit": "",
      "appliesTo": "A1 abutment"
    },
    {
      "label": "Dimension at pier (square / skew)",
      "value": "1170(SQ)  1350(SK)",
      "unit": "",
      "appliesTo": "P1 pier"
    },
    {
      "label": "Cross girder / typical spacing",
      "value": "5000 (TYP.)",
      "unit": "",
      "appliesTo": "deck transverse members, both decks"
    },
    {
      "label": "Girder spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "deck girders (repeated 4 times per deck)"
    },
    {
      "label": "Overhang / edge dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck edge to outer girder (shown at top, median and bottom edges)"
    },
    {
      "label": "Deck width",
      "value": "16550",
      "unit": "",
      "appliesTo": "each deck (right side and left side)"
    },
    {
      "label": "Total width",
      "value": "16550 WIDTH",
      "unit": "",
      "appliesTo": "right-side and left-side carriageway width"
    },
    {
      "label": "Carriageway width",
      "value": "13500 CARRIAGEWAY",
      "unit": "",
      "appliesTo": "right-side and left-side carriageway"
    },
    {
      "label": "Crash barrier / kerb width",
      "value": "450",
      "unit": "",
      "appliesTo": "edge elements (repeated at top, median and bottom)"
    },
    {
      "label": "Dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "edge strip adjacent to 450 (repeated)"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "footpath at top and bottom"
    },
    {
      "label": "Median width",
      "value": "2900",
      "unit": "",
      "appliesTo": "median between carriageways"
    },
    {
      "label": "Offset / shoulder",
      "value": "40000 — half right-of-way dimension from ℄ OF MEDIAN to each ROW boundary",
      "unit": "",
      "appliesTo": "distance from ROW line to deck edge (top and bottom)"
    },
    {
      "label": "Right of way",
      "value": "80000 ROW",
      "unit": "",
      "appliesTo": "overall right of way"
    },
    {
      "label": "Skew angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "bridge alignment / deck skew"
    },
    {
      "label": "Foundation element spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "foundation level plan (repeated multiple times)"
    },
    {
      "label": "Edge dimension at foundation level",
      "value": "775",
      "unit": "",
      "appliesTo": "foundation level plan edges"
    },
    {
      "label": "Foundation plan width",
      "value": "16550",
      "unit": "",
      "appliesTo": "foundation level half plan (both decks)"
    },
    {
      "label": "Dimension at median, foundation level",
      "value": "1275",
      "unit": "",
      "appliesTo": "foundation level plan"
    },
    {
      "label": "Scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "half plan showing deck level / foundation level"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "℄ OF EXP. JOINT",
    "30° SKEW",
    "INDEPENDENT RET... (text cut off at right edge)",
    "MEDIA... PC... (text cut off at right edge)"
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "TO PIKARADIYA",
    "℄ BRIDGE (RIGHT SIDE)",
    "℄ BRIDGE (LEFT SIDE)",
    "℄ OF MEDIAN",
    "APPROACH SLAB",
    "FOOTPATH",
    "80000 ROW",
    "16550 WIDTH",
    "13500 CARRIAGEWAY",
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)"
  ],
  "description": "This crop is a general arrangement plan of a two-span skew bridge (30° skew) for a dual carriageway, drawn as a half plan at deck level on the left and a half plan at foundation level on the right (the latter is cut off at the right edge). It shows two separate decks — right side and left side of the median — each 16550 wide with 13500 carriageway, five longitudinal girders at 3500 centres, transverse members at 5000 typical, bearings at abutment A1 and pier P1, RCC crash barriers, approach slabs, footpaths and fan-shaped embankment turfing beyond the abutments. Spans are dimensioned both square and along the skew (40000 SQ / 46189 SK), with the foundation plan showing circular foundation elements at 3750 spacing and an independent retaining wall callout partly outside the crop."
}

p01_r02 half plan showing deck level foundation levelPlan

  • not statedA1×2skewed rectangular (30° skew)reinforced concreteGrid/reference bubbles A1 shown at both ends of the plan, each with centre line of expansion joint
  • not statedP1×1skewed, in line with deck skewreinforced concreteIntermediate support reference line at mid-length of the plan
  • not stated×2skewed parallelogram in planreinforced concreteTwo separate decks (right side and left side of dual carriageway) shown in the half plan at deck level
  • not statedI-girder / straight longitudinal line in planprecast/prestressed concrete (not stated)5 girder lines visible per deck at 3500 spacing; not individually tagged
  • not statedtransverse rectangularreinforced concreteTransverse lines across girders at intermediate positions
  • not stated×2skewed rectangular slabreinforced concreteLabelled 'APPROACH SLAB' on both right-side and left-side decks at the A1 end
  • not stated×2fan-shaped (radial) slope in planearth fillRadial hatch with vegetation symbols at both ends of the approach beyond abutment A1
  • not statedcircular in plan within rectangular footingreinforced concreteRight-hand portion of crop is the half plan at foundation level showing circular foundation elements at 3750 spacing; partially cut off

40000(SQ) 46189(SK) Span length (square / skew)40000(SQ) 46189(SK) Span length (square / skew)37761(SQ) 43603(SK) Clear/effective span (square / skew)1070(SQ) 1236(SK) Dimension from expansion joint to bearing line (square / skew)1170(SQ) 1350(SK) Dimension at pier (square / skew)5000 (TYP.) Cross girder / typical spacing3500 Girder spacing1275 Overhang / edge dimension+15 more

Page 2

crop

p02_r10 section b b

page 2 · structural_drawings_pkg_1_9fa14effda074c9fb8ebfc78f519cc6d_p02_r10_section_b_b
Original
p02_r10 section b b
{
  "view": "Section",
  "objects": [
    {
      "name": "not stated",
      "tag": "P1",
      "shape": "single circular/rectangular column with cap",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Bubble mark 'P1' at top of section identifies the pier location"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "flat slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuity slab shown over pier between adjacent spans"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "not fully drawn in this crop (leader only)",
      "material": "reinforced concrete",
      "count": null,
      "note": "Called out by leader; barrier profile itself outside crop / not drawn"
    },
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "I-girder with tapered web/flanges",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Labelled '(TYP.)'; girder ends of two adjacent spans shown, cut with break lines"
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "",
      "shape": "rectangular in section",
      "material": "not stated",
      "count": 2,
      "note": "Labelled '(TYP.)', one under each girder line"
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular blocks (hatched)",
      "material": "reinforced concrete",
      "count": null,
      "note": "Hatched projections on pier cap adjacent to bearings; individual count not clearly separable"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "rectangular, two-tier (750+750)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Total depth 1500 shown as 750 + 750"
    },
    {
      "name": "RCC column pier",
      "tag": "",
      "shape": "rectangular/circular shaft, 1500 wide",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Existing/finished ground line",
      "tag": "",
      "shape": "irregular line with hatched ticks",
      "material": "",
      "count": 1,
      "note": "Ground level indicated crossing the pier shaft"
    },
    {
      "name": "RCC pilecap",
      "tag": "",
      "shape": "rectangular (shown dashed/hidden)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Drawn in hidden line, depth 1800"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "circular, 1200 dia",
      "material": "reinforced concrete (cast-in-situ)",
      "count": 2,
      "note": "Shown in hidden line below pilecap"
    }
  ],
  "measurements": [
    {
      "label": "Offset from centreline to C/L of bearing (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "Pot-PTFE bearing, left"
    },
    {
      "label": "Offset from centreline to C/L of bearing (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "Pot-PTFE bearing, left"
    },
    {
      "label": "Offset from centreline to C/L of bearing (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "Pot-PTFE bearing, right"
    },
    {
      "label": "Offset from centreline to C/L of bearing (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "Pot-PTFE bearing, right"
    },
    {
      "label": "Deck slab thickness (left)",
      "value": "230",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Deck slab thickness (right)",
      "value": "230",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Girder depth (left)",
      "value": "2650",
      "unit": "",
      "appliesTo": "Precast PSC girder"
    },
    {
      "label": "Girder depth (right)",
      "value": "2650",
      "unit": "",
      "appliesTo": "Precast PSC girder"
    },
    {
      "label": "Gap / deck continuity width (skew)",
      "value": "1500 (SK)",
      "unit": "",
      "appliesTo": "Deck continuity between girder ends"
    },
    {
      "label": "Pier cap depth, upper tier",
      "value": "750",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap depth, lower tier",
      "value": "750",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Total pier cap depth",
      "value": "1500",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap width (square)",
      "value": "3640(SQ)",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap width (skew)",
      "value": "4203(SK)",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier shaft width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "Pilecap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "Pile spacing (centre to centre)",
      "value": "3600",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "Edge offset from pile centre to pilecap edge (left)",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Edge offset from pile centre to pilecap edge (right)",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Overall pilecap width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "1200 DIA BORED CAST-IN-SITU PILES",
    "(SCALE 1:150)"
  ],
  "labels": [
    "P1",
    "C OF BRG.",
    "C OF BRG.",
    "RCC CRASH BARRIER",
    "FRL",
    "DECK CONTINUITY",
    "PRECAST PSC GIRDER (TYP.)",
    "RCC SEISMIC STOPPER",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "SECTION B-B"
  ],
  "description": "This crop is a transverse/longitudinal section (SECTION B-B, scale 1:150) through pier P1 of a PSC girder bridge, showing the full substructure from deck to piling. It documents the 230 thick deck slab with deck continuity over the pier, the ends of two 2650 deep precast PSC girders seated on Pot-PTFE bearings with RCC seismic stoppers, a two-tier 1500 deep pier cap (3640 SQ / 4203 SK wide), a 1500 wide RCC column pier extending below ground level, and a hidden-line 1800 deep RCC pilecap 5100 wide founded on two 1200 dia bored cast-in-situ piles at 3600 centres. The RCC crash barrier is called out by leader but its profile is not drawn within this crop, and a partial dimension '25' at the right edge is cut off."
}

p02_r10 section b bSection

  • not statedP1×1single circular/rectangular column with capreinforced concreteBubble mark 'P1' at top of section identifies the pier location
  • not stated×1flat slabreinforced concreteContinuity slab shown over pier between adjacent spans
  • not stated×1rectangular, two-tier (750+750)reinforced concreteTotal depth 1500 shown as 750 + 750
  • not stated×2circular, 1200 diareinforced concrete (cast-in-situ)Shown in hidden line below pilecap

1170(SQ) Offset from centreline to C/L of bearing (square)1350(SK) Offset from centreline to C/L of bearing (skew)1170(SQ) Offset from centreline to C/L of bearing (square)1350(SK) Offset from centreline to C/L of bearing (skew)230 Deck slab thickness (left)230 Deck slab thickness (right)2650 Girder depth (left)2650 Girder depth (right)+14 more

Page 3

crop

p03_r01 cross section of deck and piles at abutment a1 a2

page 3 · structural_drawings_pkg_1_9fa14effda074c9fb8ebfc78f519cc6d_p03_r01_cross_section_of_deck_and_piles_at_abutment_a1_a2
Original
p03_r01 cross section of deck and piles at abutment a1 a2
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "tapered/profiled upstand",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One at each outer edge of deck, labelled 'RCC CRASH BARRIER'"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "rectangular raised slab",
      "material": "reinforced concrete (implied)",
      "count": 2,
      "note": "Labelled 'FOOTPATH', 1500 wide each side"
    },
    {
      "name": "Cast in situ deck slab",
      "tag": "",
      "shape": "flat slab with 2.5% cross fall, cantilever edges",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labelled 'RCC CAST IN SITU DECK', one deck per carriageway (LHS and RHS)"
    },
    {
      "name": "Wearing course",
      "tag": "",
      "shape": "thin surfacing layer",
      "material": "not stated (WC)",
      "count": 2,
      "note": "Labelled '50mm THK. (WC)' over each carriageway"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "vertical web / I-section stem as drawn in section",
      "material": "concrete (not explicitly stated)",
      "count": 10,
      "note": "5 lines per carriageway at 1275 + 4 x 3500 + 1275 = 16550; type not annotated in this crop"
    },
    {
      "name": "Bearing / pedestal block",
      "tag": "",
      "shape": "small rectangular hatched block",
      "material": "not stated",
      "count": 4,
      "note": "Hatched blocks on abutment cap under outermost girder lines of each carriageway; annotation not printed"
    },
    {
      "name": "Abutment (cantilever wall type) with abutment cap",
      "tag": "A1 & A2",
      "shape": "rectangular wall/cap over pile cap",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One abutment stem block per carriageway shown in this section; levels given as ACTL (abutment cap top level)"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "vertical wall at median",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Labelled 'CANTILEVER MEDIAN WALL' at centre line of proposed road"
    },
    {
      "name": "Median / central gap with sealant",
      "tag": "",
      "shape": "vertical gap between the two decks",
      "material": "polysulphide sealant filler",
      "count": 1,
      "note": "'20mm GAP FILLED WITH POLYSULPHIDE SEALANT'"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One per carriageway, 16550 long in this section; PCTL/PCBL levels annotated"
    },
    {
      "name": "not stated",
      "tag": "",
      "shape": "circular (drawn as vertical shafts)",
      "material": "reinforced concrete (implied)",
      "count": 10,
      "note": "5 per pile cap at 3750 c/c with 775 end offsets; pile tip levels annotated"
    },
    {
      "name": "PCC levelling course",
      "tag": "PCC M-15",
      "shape": "rectangular hatched block",
      "material": "plain cement concrete M-15",
      "count": 1,
      "note": "Shown under median between the two pile caps; label 'PCC M-15'"
    },
    {
      "name": "Embankment / side slope",
      "tag": "",
      "shape": "slope 1 : 2 (V:H as marked 2 / 1)",
      "material": "earth fill",
      "count": 2,
      "note": "Hatched slope lines each side extending to ROW"
    },
    {
      "name": "irregular protection pattern; material not stated in crop",
      "tag": "",
      "shape": "irregular boulder pattern",
      "material": "stone / boulders",
      "count": 2,
      "note": "Drawn on both side slopes; no text label in crop"
    },
    {
      "name": "Right of Way limit line",
      "tag": "ROW",
      "shape": "vertical line",
      "material": "",
      "count": 2,
      "note": "Marked 'ROW' repeatedly on both extreme sides"
    },
    {
      "name": "Section reference marker",
      "tag": "A",
      "shape": "arrow/flag symbol",
      "material": "",
      "count": 2,
      "note": "Top and bottom marks 'A' indicating section line A-A"
    }
  ],
  "measurements": [
    {
      "label": "Right of way width",
      "value": "80000",
      "unit": "",
      "appliesTo": "ROW (overall)"
    },
    {
      "label": "Half right of way width (left)",
      "value": "40000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "Half right of way width (right)",
      "value": "40000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "Overall deck width per carriageway (LHS)",
      "value": "16550",
      "unit": "",
      "appliesTo": "deck / abutment cap LHS"
    },
    {
      "label": "Overall deck width per carriageway (RHS)",
      "value": "16550",
      "unit": "",
      "appliesTo": "deck / abutment cap RHS"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "LHS carriageway"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "RHS carriageway"
    },
    {
      "label": "Crash barrier / edge dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "RCC crash barrier and footpath edges (printed 4 times, 2 per carriageway)"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "footpath (both sides)"
    },
    {
      "label": "Kerb/upstand dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "deck edge / footpath (printed left, and twice near median)"
    },
    {
      "label": "Median width",
      "value": "2900",
      "unit": "",
      "appliesTo": "gap between LHS and RHS decks at centre line of proposed road"
    },
    {
      "label": "Cross fall",
      "value": "2.5",
      "unit": "%",
      "appliesTo": "deck / carriageway slope (both carriageways)"
    },
    {
      "label": "Wearing coat thickness",
      "value": "50mm",
      "unit": "mm",
      "appliesTo": "wearing course"
    },
    {
      "label": "Girder cantilever/edge offset",
      "value": "1275",
      "unit": "",
      "appliesTo": "outer girder to deck edge (4 occurrences)"
    },
    {
      "label": "Girder spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "girders (4 spaces per carriageway)"
    },
    {
      "label": "Dimension at abutment cap / diaphragm zone",
      "value": "750",
      "unit": "",
      "appliesTo": "abutment cap detail (one each carriageway)"
    },
    {
      "label": "Abutment stem dimension (vertical)",
      "value": "1000",
      "unit": "",
      "appliesTo": "abutment / cap depth, left side"
    },
    {
      "label": "Abutment stem dimension (vertical)",
      "value": "1000",
      "unit": "",
      "appliesTo": "abutment / cap depth, right side"
    },
    {
      "label": "Grid/spacing dimension within abutment",
      "value": "1000",
      "unit": "",
      "appliesTo": "abutment wall (LHS and RHS, printed twice)"
    },
    {
      "label": "Abutment wall height",
      "value": "4000",
      "unit": "",
      "appliesTo": "abutment wall (LHS and RHS, printed twice)"
    },
    {
      "label": "Median gap filled with sealant",
      "value": "20mm",
      "unit": "mm",
      "appliesTo": "gap between decks / polysulphide sealant"
    },
    {
      "label": "Pile cap length",
      "value": "16550",
      "unit": "",
      "appliesTo": "pile cap (printed twice above and twice below)"
    },
    {
      "label": "Pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "piles (4 spaces per pile cap)"
    },
    {
      "label": "End pile to pile cap edge",
      "value": "775",
      "unit": "",
      "appliesTo": "piles / pile cap (4 occurrences)"
    },
    {
      "label": "Side slope",
      "value": "2 : 1",
      "unit": "",
      "appliesTo": "embankment side slopes (marked 2 and 1 both sides)"
    },
    {
      "label": "Abutment cap top level A1 L/S",
      "value": "514.674",
      "unit": "",
      "appliesTo": "ACTL A1 L/S"
    },
    {
      "label": "Abutment cap top level A2 L/S",
      "value": "516.136",
      "unit": "",
      "appliesTo": "ACTL A2 L/S"
    },
    {
      "label": "Abutment cap top level A1 R/S",
      "value": "514.839",
      "unit": "",
      "appliesTo": "ACTL A1 R/S"
    },
    {
      "label": "Abutment cap top level A2 R/S",
      "value": "516.318",
      "unit": "",
      "appliesTo": "ACTL A2 R/S"
    },
    {
      "label": "Pile cap top level A1 L/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "PCTL A1 L/S"
    },
    {
      "label": "Pile cap top level A2 L/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "PCTL A2 L/S"
    },
    {
      "label": "Pile cap top level A1 R/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "PCTL A1 R/S"
    },
    {
      "label": "Pile cap top level A2 R/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "PCTL A2 R/S"
    },
    {
      "label": "Pile cap bottom level A1 L/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "PCBL A1 L/S"
    },
    {
      "label": "Pile cap bottom level A2 L/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "PCBL A2 L/S"
    },
    {
      "label": "Pile cap bottom level A1 R/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "PCBL A1 R/S"
    },
    {
      "label": "Pile cap bottom level A2 R/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "PCBL A2 R/S"
    },
    {
      "label": "Pile tip level A1 L/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "piles at A1 L/S"
    },
    {
      "label": "Pile tip level A2 L/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "piles at A2 L/S"
    },
    {
      "label": "Pile tip level A1 R/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "piles at A1 R/S"
    },
    {
      "label": "Pile tip level A2 R/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "piles at A2 R/S"
    },
    {
      "label": "Drawing scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT ABUTMENT LOCATION AT A1 & A2"
    }
  ],
  "notes": [
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK",
    "SLOPE 2.5%",
    "20mm GAP FILLED WITH POLYSULPHIDE SEALANT",
    "CANTILEVER MEDIAN WALL",
    "PCC M-15",
    "RCC CRASH BARRIER"
  ],
  "labels": [
    "SECTION AT ABUTMENT LOCATION AT A1 & A2",
    "(SCALE 1:150)",
    "80000 ROW",
    "ROW",
    "C/L OF PROPOSED ROAD",
    "C/L OF LHS (CARRIAGEWAY)",
    "C/L OF RHS (CARRIAGEWAY)",
    "CARRIAGEWAY",
    "FOOTPATH",
    "FRL",
    "A",
    "ACTL A1 L/S 514.674",
    "ACTL A2 L/S 516.136",
    "ACTL A1 R/S 514.839",
    "ACTL A2 R/S 516.318",
    "PCTL A1 L/S 508.655",
    "PCTL A2 L/S 511.391",
    "PCBL A1 L/S 506.855",
    "PCBL A2 L/S 509.591",
    "PCTL A1 R/S 508.655",
    "PCTL A2 R/S 511.391",
    "PCBL A1 R/S 506.855",
    "PCBL A2 R/S 509.591",
    "PILE TIP LVL. A1 L/S 481.905",
    "PILE TIP LVL. A2 L/S 484.641",
    "PILE TIP LVL. A1 R/S 481.905",
    "PILE TIP LVL. A2 R/S 484.641"
  ],
  "description": "This crop is a full transverse cross section (section A-A) taken at the abutment locations A1 and A2 of a divided (twin-deck) bridge, drawn to 1:150 within an 80000 wide right of way. It shows, per carriageway, a 16550 wide cast in situ RCC deck with 13500 carriageway, 1500 footpaths, RCC crash barriers and 50mm wearing coat at 2.5% cross fall, supported on five girder lines at 3500 centres over an abutment cap/cantilever wall, which in turn sits on a pile cap founded on five piles at 3750 centres. Median details (2900 wide median, cantilever median wall, 20mm polysulphide-sealed gap and PCC M-15 below), embankment side slopes at 2:1 with stone protection, and the full set of abutment cap top, pile cap top/bottom and pile tip levels for both A1 and A2 (left and right side) are annotated for quantity take-off."
}

p03_r01 cross section of deck and piles at abutment a1 a2Cross Section

  • not stated×2rectangular raised slabreinforced concrete (implied)Labelled 'FOOTPATH', 1500 wide each side
  • not stated×10vertical web / I-section stem as drawn in sectionconcrete (not explicitly stated)5 lines per carriageway at 1275 + 4 x 3500 + 1275 = 16550; type not annotated in this crop
  • not stated×1vertical wall at medianreinforced concreteLabelled 'CANTILEVER MEDIAN WALL' at centre line of proposed road
  • not stated×2rectangularreinforced concreteOne per carriageway, 16550 long in this section; PCTL/PCBL levels annotated
  • not stated×10circular (drawn as vertical shafts)reinforced concrete (implied)5 per pile cap at 3750 c/c with 775 end offsets; pile tip levels annotated

80000 Right of way width40000 Half right of way width (left)40000 Half right of way width (right)16550 Overall deck width per carriageway (LHS)16550 Overall deck width per carriageway (RHS)13500 Carriageway width13500 Carriageway width450 Crash barrier / edge dimension+34 more