Drawing to BOQpipeline control sheet
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Existing Ground Line

2 pages · 8 crops · ×7 · other

Matched toExisting Ground Surfacebridge.ground_system.existing_groundon “Existing ground”

2 read off the drawings
The class asks forValueHowFrom
Ground LevelGLwants mLHS: 509.560 (A1), 503.816 (P1), 511.891 (A2); RHS: 509.155 (A1), 503.883 (P1), 512.668 (A2) mValues taken directly from the row labelled "GROUND LEVEL (m)" of the schedule beneath the ELEVATION view: LHS 509.560 / 503.816 / 511.891 at A1 / P1 / A2 and RHS (main carriageway) 509.155 / 503.883 / 512.668 at A1 / P1 / A2. No arithmetic required.The existing ground / river-bed profile drawn on the longitudinal elevation is quantified in the tabulated schedule directly under that elevation, in the row headed "GROUND LEVEL (m)", given separately for LHS and RHS at each substructure station. These are the ground line's own levels (not FRL, which is a separate row, and not the pile-cap or pier-cap levels quoted on page 3, which belong to those members). Because the profile is irregular, it is a set of spot levels rather than a single value.readp2 · p02_r02
ChainageCHwants mLHS: 64+360.197 km (A1), 64+406.385 km (P1), 64+452.573 km (A2); RHS: 64+371.487 km (A1), 64+417.675 km (P1), 64+463.814 km (A2) mRead from the row "CHAINAGE IN (km.)" of the schedule under the ELEVATION view. Expressed in metres these stations are 64360.197 m, 64406.385 m, 64452.573 m (LHS) and 64371.487 m, 64417.675 m, 64463.814 m (RHS), the km+m notation being 64 km + the stated metres; values are kept in the drawing's own km+m form above.The chainage row of the same schedule fixes the horizontal stations at which the ground levels of the existing ground line are quoted, i.e. at A1, P1 and A2 for both LHS and RHS. The ground line itself carries no separate chainage annotation, so these are the stations that define the profile points; the km+m format is the drawing's own and only the metre equivalents are given as a conversion.readp2 · p02_r02

Worked out by anthropic/claude-opus-5 from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.

How the sheets named it

Ground line · irregular line · ×1Existing ground / river bed profileGround line / existing groundExisting/finished ground lineExisting ground / hatched strata line

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
  • p2(SCALE 1:150)
  • p2NOTES:
  • p21. ALL DIMENSIONS ARE IN M... OTHERWISE SPECIFIED. (text cut off at right edge)
  • p22. DIMENSIONS ARE NOT TO ... FOLLOWED. (partial)
  • p23. THIS DRAWING SHALL BE ... ALIGNMENT DRAWINGS. (partial)
  • p24. THE BRIDGE HAS BEEN DE... CLASS 70R + TWO LANE ... 70R OR SV LOADING WHIC... (partial)
  • p25. GRADE OF CONCRETE FOR ... FOLLOWS:—
  • p2• PSC PRECAST GIRDER ——... (partial)
  • p2• R.C.C. CAST IN SITU D... (partial)
  • p2• R.C.C. END CROSS GIRDE... (partial)
  • p2• R.C.C. INTERMEDIATE CROS... (partial)
  • p2• BEARING PEDESTAL ——... (partial)
  • p2300 THK. APPROACH SLAB
  • p2150 THK. PCC LEVELING COURSE
  • p2RCC CRASH BARRIER
  • p2DECK CONTINUITY
  • p2RCC COLUMN PIER (TYP.)
  • p21200# RCC CAST IN SITU PILE (TYP.)
  • p2PRECAST PSC GIRDER (TYP.)
  • p2WALL TYPE ABUTMENT
  • p2LAUNCHING APRON
  • p2FRL
  • p2RCC COLUMN PIER
  • p2RCC PILECAP
  • p3READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER

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

Page 2

crop

p02_r07

page 2 · abutment_and_pile_foundation_p02_r07
Original
p02_r07
{
  "view": "Section",
  "objects": [
    {
      "name": "Abutment (A2) stem/wall",
      "tag": "A2",
      "shape": "rectangular vertical wall",
      "material": "reinforced concrete",
      "count": 1,
      "note": "1500 wide stem shown in section; supports bearing seat and dirt wall"
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "drawn in hidden (dashed) lines below ground line, total width 12300"
    },
    {
      "name": "Bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 4,
      "note": "shown in dashed outline with bulb/termination symbol; 1200 dia, spaced 3600"
    },
    {
      "name": "Deck slab / superstructure end",
      "tag": "",
      "shape": "rectangular slab",
      "material": "reinforced concrete (assumed from hatch-free section)",
      "count": 1,
      "note": "230 thick slab over box/girder outline; only the end portion is within the crop"
    },
    {
      "name": "Girder / box section end diaphragm",
      "tag": "",
      "shape": "tapered box section",
      "material": "concrete (not stated)",
      "count": 1,
      "note": "section cut, break line at left indicates the member continues off-crop; 2650 deep"
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "",
      "shape": "rectangular in section",
      "material": "not stated",
      "count": 1,
      "note": "labelled '(TYP.)'"
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular block",
      "material": "reinforced concrete (RCC)",
      "count": 1,
      "note": "located beside bearing on abutment seat"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "gap at deck level",
      "material": "not stated",
      "count": 1,
      "note": "centre line of exp. joint marked; 80(SQ.) 92(SK) exp. gap"
    },
    {
      "name": "Dirt wall / back wall with approach slab seat",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "3500(SQ) dimension across top adjacent to joint"
    },
    {
      "name": "Approach slab / approach pavement wedge",
      "tag": "",
      "shape": "tapered slab",
      "material": "not stated (dotted fill)",
      "count": 1,
      "note": "left-hand tapered element with turned-down end at embankment"
    },
    {
      "name": "Filter media behind abutment",
      "tag": "",
      "shape": "vertical layer",
      "material": "granular filter media",
      "count": 1,
      "note": "labelled 600 THK. FILTER MEDIA"
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "vertical wall",
      "material": "not stated",
      "count": 1,
      "note": "drawn behind abutment with dashed footing at base"
    },
    {
      "name": "Stone pitching",
      "tag": "",
      "shape": "sloping surface layer",
      "material": "stone",
      "count": 1,
      "note": "callout points to slope protection on embankment"
    },
    {
      "name": "Embankment / backfill slope",
      "tag": "",
      "shape": "trapezoidal sloping fill",
      "material": "earth fill",
      "count": 1,
      "note": "slope indicated 1 : 2"
    },
    {
      "name": "Existing/finished ground line",
      "tag": "",
      "shape": "irregular line",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Distance from face to C/L of bearing (square)",
      "value": "1070 (SQ.)",
      "unit": "",
      "appliesTo": "A2 bearing location"
    },
    {
      "label": "Distance from face to C/L of bearing (skew)",
      "value": "1236 (SK.)",
      "unit": "",
      "appliesTo": "A2 bearing location"
    },
    {
      "label": "Expansion gap",
      "value": "80(SQ.) 92(SK)",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Deck slab thickness",
      "value": "230",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Superstructure depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "Girder / box section"
    },
    {
      "label": "Dimension at deck top (square)",
      "value": "3500(SQ)",
      "unit": "",
      "appliesTo": "Dirt wall / approach slab seat"
    },
    {
      "label": "Dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "Girder/diaphragm zone (upper)"
    },
    {
      "label": "Dimension",
      "value": "2850",
      "unit": "",
      "appliesTo": "Girder end to bearing centre line region"
    },
    {
      "label": "Abutment stem thickness",
      "value": "1500",
      "unit": "",
      "appliesTo": "Abutment A2 stem"
    },
    {
      "label": "Slope (vertical : horizontal as marked)",
      "value": "1 : 2",
      "unit": "",
      "appliesTo": "Embankment slope"
    },
    {
      "label": "Edge distance pile cap to pile centre",
      "value": "750",
      "unit": "",
      "appliesTo": "Pile cap / piles (left end)"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "Piles (three spaces shown)"
    },
    {
      "label": "Edge distance pile cap to pile centre",
      "value": "750",
      "unit": "",
      "appliesTo": "Pile cap / piles (right end)"
    },
    {
      "label": "Overall pile cap width",
      "value": "12300",
      "unit": "",
      "appliesTo": "Pile cap"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "Filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "Filter media"
    },
    {
      "label": "Drawing 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",
    "(SCALE 1:150)"
  ],
  "labels": [
    "A2",
    "C/L OF EXP. JOINT",
    "C/L OF BRG.",
    "SECTION A-A"
  ],
  "description": "Longitudinal section (SECTION A-A, scale 1:150) through abutment A2 of a bridge, showing the deck slab and box/girder end seated on a pot-PTFE bearing with an RCC seismic stopper, the expansion joint and dirt wall, and the 1500 thick abutment stem carried on a pile cap with four 1200 dia bored cast-in-situ piles at 3600 centres over a 12300 overall width. Behind the abutment the drawing documents 600 thk filter media, an independent retaining wall with its own footing (dashed), embankment fill at 1:2 slope with stone pitching, and a tapered approach slab element at the left. The girder is cut by a break line on the left, so only the abutment end of the superstructure is within this crop; no reinforcement detailing or elevations/stations are shown."
}

p02_r07Section

The merge put this crop under the item, but its reading names it differently — open the crop to see what it said.

1070 (SQ.) Distance from face to C/L of bearing (square)1236 (SK.) Distance from face to C/L of bearing (skew)80(SQ.) 92(SK) Expansion gap230 Deck slab thickness2650 Superstructure depth3500(SQ) Dimension at deck top (square)1500 Dimension2850 Dimension+9 more

crop

p02_r02

page 2 · bridge_deck_piers_and_abutments_p02_r02
Original
p02_r02
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Wall type abutment",
      "tag": "A1",
      "shape": "rectangular wall with tapered/battered face",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Left (Dewas) side abutment, labelled 'WALL TYPE ABUTMENT' on the A2 side; supported on pile foundation"
    },
    {
      "name": "Wall type abutment",
      "tag": "A2",
      "shape": "rectangular wall with tapered/battered face",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Right (Khandwa) side abutment, labelled 'WALL TYPE ABUTMENT'"
    },
    {
      "name": "RCC column pier",
      "tag": "P1",
      "shape": "rectangular / vertical column",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Callout 'RCC COLUMN PIER (TYP.)'"
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "Shown in dashed outline below abutments A1, A2 and pier P1"
    },
    {
      "name": "Cast in situ bored pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 10,
      "note": "'1200# RCC CAST IN SITU PILE (TYP.)'; 4 visible under each abutment cap and 2 under pier cap in this elevation"
    },
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "I-girder",
      "material": "precast prestressed concrete",
      "count": null,
      "note": "'PRECAST PSC GIRDER (TYP.)'; two spans of girders shown in elevation, individual girder count not determinable"
    },
    {
      "name": "Deck slab / deck continuity",
      "tag": "",
      "shape": "horizontal slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "'DECK CONTINUITY' callout at pier P1"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "rectangular in elevation",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labelled on both spans"
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "FR / FX",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "'POT-PTFE BEARING (TYP.)'; marked FR (free) at abutments and one side of pier, FX (fixed) at pier"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "'C/L OF EXP. JOINT' at A1 and A2"
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular slab",
      "material": "reinforced concrete",
      "count": 2,
      "note": "300 THK. approach slab at each end"
    },
    {
      "name": "PCC leveling course",
      "tag": "",
      "shape": "rectangular layer",
      "material": "plain cement concrete",
      "count": 2,
      "note": "150 THK. below approach slab at each end"
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "tapered wall",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Behind each abutment with filter media"
    },
    {
      "name": "Filter media",
      "tag": "",
      "shape": "layer",
      "material": "granular filter",
      "count": 2,
      "note": "600 THK. behind retaining walls"
    },
    {
      "name": "Stone pitching",
      "tag": "",
      "shape": "sloping surface layer",
      "material": "stone",
      "count": 2,
      "note": "On embankment slopes at both approaches"
    },
    {
      "name": "Launching apron",
      "tag": "",
      "shape": "rectangular apron",
      "material": "stone/concrete blocks",
      "count": 1,
      "note": "Callout on left (Dewas) side; similar element drawn on right side"
    },
    {
      "name": "Embankment / approach fill",
      "tag": "",
      "shape": "trapezoidal slope",
      "material": "earth fill",
      "count": 2,
      "note": "Side slope indicated 1:2"
    },
    {
      "name": "Existing ground / river bed profile",
      "tag": "",
      "shape": "dashed irregular line",
      "material": "",
      "count": 1,
      "note": "Natural ground line through waterway"
    }
  ],
  "measurements": [
    {
      "label": "Span (C/L exp. joint to C/L brg. at pier), left span",
      "value": "40000(SQ) 46188(SK)",
      "unit": "",
      "appliesTo": "Span A1-P1"
    },
    {
      "label": "Span, right span",
      "value": "46000(SK) 46188(SK)",
      "unit": "",
      "appliesTo": "Span P1-A2"
    },
    {
      "label": "C/C bearing span, left",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": "Span A1-P1"
    },
    {
      "label": "C/C bearing span, right",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": "Span P1-A2"
    },
    {
      "label": "Expansion gap",
      "value": "80(SQ.) 92(SK)",
      "unit": "",
      "appliesTo": "Exp. joint at A1"
    },
    {
      "label": "Expansion gap",
      "value": "80(SQ.) 92(SK)",
      "unit": "",
      "appliesTo": "Exp. joint at A2"
    },
    {
      "label": "C/L exp. joint to C/L of bearing",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "C/L exp. joint to C/L of bearing",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "C/L brg. to C/L pier",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1 (left side)"
    },
    {
      "label": "C/L pier to C/L brg.",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1 (right side)"
    },
    {
      "label": "Gap / joint dimension at deck continuity",
      "value": "1500 (SK)",
      "unit": "",
      "appliesTo": "Deck continuity at P1"
    },
    {
      "label": "Approach slab thickness",
      "value": "300 THK.",
      "unit": "",
      "appliesTo": "Approach slab (both ends)"
    },
    {
      "label": "PCC leveling course thickness",
      "value": "150 THK.",
      "unit": "",
      "appliesTo": "PCC leveling course (both ends)"
    },
    {
      "label": "Filter media thickness",
      "value": "600 THK.",
      "unit": "",
      "appliesTo": "Filter media behind retaining walls"
    },
    {
      "label": "Vertical clearance above HFL",
      "value": "1200 (min)",
      "unit": "",
      "appliesTo": "Soffit above HFL"
    },
    {
      "label": "Low water level",
      "value": "LWL=506.000",
      "unit": "m",
      "appliesTo": "Waterway"
    },
    {
      "label": "High flood level",
      "value": "HFL=",
      "unit": "",
      "appliesTo": "Waterway (value not printed)"
    },
    {
      "label": "Pile diameter",
      "value": "1200#",
      "unit": "",
      "appliesTo": "RCC cast in situ pile (TYP.)"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "A1 pile cap"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A1 pile cap (3 spacings)"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "A1 pile cap"
    },
    {
      "label": "Overall pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "A1 pile cap"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "A2 pile cap"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A2 pile cap (3 spacings)"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "A2 pile cap"
    },
    {
      "label": "Overall pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "A2 pile cap"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "P1 pile cap"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "P1 pile cap"
    },
    {
      "label": "Pile cap edge offset",
      "value": "750",
      "unit": "",
      "appliesTo": "P1 pile cap"
    },
    {
      "label": "Overall pile cap length",
      "value": "5100",
      "unit": "",
      "appliesTo": "P1 pile cap"
    },
    {
      "label": "Embankment side slope",
      "value": "1:2",
      "unit": "",
      "appliesTo": "Approach embankment (both ends)"
    },
    {
      "label": "Chainage LHS",
      "value": "64+360.197",
      "unit": "km",
      "appliesTo": "A1"
    },
    {
      "label": "Chainage LHS",
      "value": "64+406.385",
      "unit": "km",
      "appliesTo": "P1"
    },
    {
      "label": "Chainage LHS",
      "value": "64+452.573",
      "unit": "km",
      "appliesTo": "A2"
    },
    {
      "label": "Chainage RHS",
      "value": "64+371.487",
      "unit": "km",
      "appliesTo": "A1"
    },
    {
      "label": "Chainage RHS",
      "value": "64+417.675",
      "unit": "km",
      "appliesTo": "P1"
    },
    {
      "label": "Chainage RHS",
      "value": "64+463.814",
      "unit": "km",
      "appliesTo": "A2"
    },
    {
      "label": "FRL LHS",
      "value": "518.281",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "FRL LHS",
      "value": "519.033",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "FRL LHS",
      "value": "519.785",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "FRL RHS (main carriageway)",
      "value": "518.465",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "FRL RHS (main carriageway)",
      "value": "519.217",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "FRL RHS (main carriageway)",
      "value": "519.968",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "Ground level LHS",
      "value": "509.560",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "Ground level LHS",
      "value": "503.816",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "Ground level LHS",
      "value": "511.891",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "Ground level RHS (main carriageway)",
      "value": "509.155",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "Ground level RHS (main carriageway)",
      "value": "503.883",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "Ground level RHS (main carriageway)",
      "value": "512.668",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "Drawing scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "ELEVATION view"
    }
  ],
  "notes": [
    "NOTES:",
    "1. ALL DIMENSIONS ARE IN  M... OTHERWISE SPECIFIED. (text cut off at right edge)",
    "2. DIMENSIONS ARE NOT TO ... FOLLOWED. (partial)",
    "3. THIS DRAWING SHALL BE ... ALIGNMENT DRAWINGS. (partial)",
    "4. THE BRIDGE HAS BEEN DE... CLASS 70R + TWO LANE ... 70R OR SV LOADING WHIC... (partial)",
    "5. GRADE OF CONCRETE FOR ... FOLLOWS:—",
    "• PSC PRECAST GIRDER ——... (partial)",
    "• R.C.C. CAST IN SITU D... (partial)",
    "• R.C.C. END CROSS GIRDE... (partial)",
    "• R.C.C. INTERMEDIATE CROS... (partial)",
    "• BEARING PEDESTAL ——... (partial)",
    "300 THK. APPROACH SLAB",
    "150 THK. PCC LEVELING COURSE",
    "RCC CRASH BARRIER",
    "DECK CONTINUITY",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER (TYP.)",
    "1200# RCC CAST IN SITU PILE (TYP.)",
    "PRECAST PSC GIRDER (TYP.)",
    "WALL TYPE ABUTMENT",
    "INDEPENDENT RETAINING WALL",
    "STONE PITCHING",
    "600 THK. FILTER MEDIA",
    "LAUNCHING APRON"
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "C/L OF EXP. JOINT",
    "C/L OF BRG.",
    "EXP.GAP",
    "HFL=",
    "LWL=506.000m",
    "CHAINAGE IN (km.)",
    "FRL. (m)",
    "GROUND LEVEL (m)",
    "MAIN CARRIAGEWAY",
    "LHS",
    "RHS",
    "ELEVATION",
    "(SCALE 1:300)",
    "FR",
    "FX",
    "(SQ)",
    "(SK)"
  ],
  "description": "Longitudinal elevation of a two-span bridge between abutments A1 (Dewas side) and A2 (Khandwa side) with a single intermediate RCC column pier P1, drawn to scale 1:300. It documents the superstructure (precast PSC girders, deck with continuity over the pier, RCC crash barriers, pot-PTFE bearings marked FR/FX, expansion joints) and the substructure/foundation (wall type abutments, pile caps on 1200 mm dia cast-in-situ piles, approach slabs on PCC leveling course, independent retaining walls with filter media, stone pitching and launching apron). A tabulated schedule below gives chainages, finished road levels and ground levels at LHS/RHS for each of A1, P1 and A2; the notes block at lower right is partially cut off at the crop edge."
}

p02_r02Elevation

  • Existing ground / river bed profile×1dashed irregular lineNatural ground line through waterway

40000(SQ) 46188(SK) Span (C/L exp. joint to C/L brg. at pier), left span46000(SK) 46188(SK) Span, right span37761(SQ) 43602(SK) C/C bearing span, left37761(SQ) 43602(SK) C/C bearing span, right80(SQ.) 92(SK) Expansion gap80(SQ.) 92(SK) Expansion gap1070(SQ) 1236(SK) C/L exp. joint to C/L of bearing1070(SQ) 1236(SK) C/L exp. joint to C/L of bearing+42 more

crop

p02_r09

page 2 · pier_and_pile_cap_p02_r09
Original
p02_r09
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Pier (RCC column pier)",
      "tag": "P1",
      "shape": "rectangular column, vertical",
      "material": "reinforced concrete",
      "count": 1,
      "note": "1500 wide as drawn; extends from pier cap down through ground line to pile cap"
    },
    {
      "name": "rectangular, two-tier (750 + 750) · ×1 · total depth 1500; width dimensioned 3640(SQ)/4203(SK)",
      "tag": "",
      "shape": "rectangular, two-tier (750 + 750)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "total depth 1500; width dimensioned 3640(SQ)/4203(SK)"
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "shown dashed (hidden/below ground); depth 1800, width 5100"
    },
    {
      "name": "circular · ×2 · 1200 dia, spaced 3600 c/c; shown broken off below pile cap",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "1200 dia, spaced 3600 c/c; shown broken off below pile cap"
    },
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "I-girder",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "labelled TYP.; girder ends on each side of pier, section depth 2650"
    },
    {
      "name": "flat slab · ×1 · 230 thick at edges; deck continuity noted over pier",
      "tag": "",
      "shape": "flat slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "230 thick at edges; deck continuity noted over pier"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "as drawn (profile not detailed in this section)",
      "material": "reinforced concrete",
      "count": null,
      "note": "labelled RCC CRASH BARRIER with leader to deck top"
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "",
      "shape": "rectangular in section",
      "material": "",
      "count": 2,
      "note": "labelled TYP.; one under each girder line on pier cap"
    },
    {
      "name": "Seismic stopper",
      "tag": "",
      "shape": "rectangular block (hatched)",
      "material": "reinforced concrete",
      "count": null,
      "note": "RCC SEISMIC STOPPER callout to hatched blocks on pier cap"
    },
    {
      "name": "Ground line / existing ground",
      "tag": "",
      "shape": "irregular line with hatching",
      "material": "",
      "count": 1,
      "note": "crossed by pier shaft"
    }
  ],
  "measurements": [
    {
      "label": "Offset from centre line of pier to C/L of bearing (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "bearing location, P1"
    },
    {
      "label": "Offset from centre line of pier to C/L of bearing (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "bearing location, P1"
    },
    {
      "label": "Deck slab thickness (left edge)",
      "value": "230",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Deck slab thickness (right edge)",
      "value": "230",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Girder depth / superstructure depth (left)",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "Girder depth / superstructure depth (right)",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder"
    },
    {
      "label": "Gap between girder ends at pier (skew)",
      "value": "Pier shaft width (skew) = 1500(SK) — on RCC column pier",
      "unit": "",
      "appliesTo": "deck continuity / girder end gap"
    },
    {
      "label": "Pier cap total depth",
      "value": "1500",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "Pier cap upper tier depth",
      "value": "750",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "Pier cap lower tier depth",
      "value": "750",
      "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": "Pile cap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile cap edge overhang (left)",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile cap edge overhang (right)",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile spacing (centre to centre)",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "Pile cap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "Drawing scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "1200 DIA BORED CAST-IN-SITU PILES",
    "POT-PTFE BEARING (TYP.)",
    "PRECAST PSC GIRDER (TYP.)",
    "DECK CONTINUITY"
  ],
  "labels": [
    "P1",
    "C OF BRG.",
    "RCC CRASH BARRIER",
    "FRL",
    "RCC SEISMIC STOPPER",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "SECTION B-B",
    "(SCALE 1:150)",
    "(SQ)",
    "(SK)"
  ],
  "description": "Transverse cross section (SECTION B-B, scale 1:150) through pier P1 of a PSC girder bridge, showing the full substructure from deck level down to the piles. It documents the deck slab with crash barrier and deck continuity over the pier, two precast PSC girders on pot-PTFE bearings with RCC seismic stoppers, a two-tier RCC pier cap, a 1500 wide RCC column pier crossing the ground line, and a dashed 1800 deep RCC pile cap 5100 wide founded on two 1200 dia bored cast-in-situ piles at 3600 centres. Girders are cut with break lines at both sides and the piles are shown broken off, so lengths/elevations are not given in this crop."
}

p02_r09Cross Section

  • Ground line / existing ground×1irregular line with hatchingcrossed by pier shaft

1170(SQ) Offset from centre line of pier to C/L of bearing (square)1350(SK) Offset from centre line of pier to C/L of bearing (skew)230 Deck slab thickness (left edge)230 Deck slab thickness (right edge)2650 Girder depth / superstructure depth (left)2650 Girder depth / superstructure depth (right)Pier shaft width (skew) = 1500(SK) — on RCC column pier Gap between girder ends at pier (skew)1500 Pier cap total depth+12 more

crop

pier_p1

page 2 · pier_p1
Original
pier_p1
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Pier (column pier)",
      "tag": "P1",
      "shape": "rectangular column, single shaft",
      "material": "reinforced concrete (RCC)",
      "count": 1,
      "note": "Labelled 'RCC COLUMN PIER'; pier tag P1 in circle at top of section"
    },
    {
      "name": "Pier cap · rectangular, two-tier (2 x 750 deep) · ×1 · Overall 1500 deep, width 3640(SQ)/4203(SK)",
      "tag": "",
      "shape": "rectangular, two-tier (2 x 750 deep)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Overall 1500 deep, width 3640(SQ)/4203(SK)"
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular (shown dashed/hidden)",
      "material": "reinforced concrete (RCC)",
      "count": 1,
      "note": "Labelled 'RCC PILECAP', drawn in dashed outline below ground line"
    },
    {
      "name": "Bored cast-in-situ pile · circular · cast-in-situ · ×2 · 1200 dia; only 2 visible in this section, further piles may exist off-section",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete, cast-in-situ",
      "count": 2,
      "note": "1200 dia; only 2 visible in this section, further piles may exist off-section"
    },
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "I-girder",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Labelled '(TYP.)'; shown cut with break lines each side of pier"
    },
    {
      "name": "Deck slab · flat slab · ×1 · 230 thick; deck continuity noted over pier",
      "tag": "",
      "shape": "flat slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "230 thick; deck continuity noted over pier"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "rectangular in this view",
      "material": "reinforced concrete (RCC)",
      "count": null,
      "note": "Labelled 'RCC CRASH BARRIER'; leader points to deck edge zone, barrier profile not fully drawn in crop"
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "",
      "shape": "rectangular in section",
      "material": "pot bearing with PTFE sliding surface",
      "count": 2,
      "note": "Labelled '(TYP.)', one under each girder line on pier cap"
    },
    {
      "name": "Seismic stopper",
      "tag": "",
      "shape": "rectangular blocks (hatched)",
      "material": "reinforced concrete (RCC)",
      "count": null,
      "note": "'RCC SEISMIC STOPPER' hatched block(s) on top of pier cap; individual count not clearly separable"
    },
    {
      "name": "Ground line / existing ground",
      "tag": "",
      "shape": "irregular line with hatch ticks",
      "material": "",
      "count": 1,
      "note": "Ground surface crossing pier shaft"
    }
  ],
  "measurements": [
    {
      "label": "Distance C/L of bearing to pier centreline (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "bearing layout, left side"
    },
    {
      "label": "Distance C/L of bearing to pier centreline (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "bearing layout, left side"
    },
    {
      "label": "Distance C/L of bearing to pier centreline (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "bearing layout, right side"
    },
    {
      "label": "Distance C/L of bearing to pier centreline (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "bearing layout, right side"
    },
    {
      "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 / superstructure depth below slab",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder (left)"
    },
    {
      "label": "Girder depth / superstructure depth below slab",
      "value": "2650",
      "unit": "",
      "appliesTo": "precast PSC girder (right)"
    },
    {
      "label": "Gap / width between girder ends (skew)",
      "value": "Seismic stopper width (skew) = 1500(SK) — on RCC seismic stopper",
      "unit": "",
      "appliesTo": "deck continuity zone over pier"
    },
    {
      "label": "Pier cap total depth",
      "value": "1500",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "Pier cap upper tier depth",
      "value": "750",
      "unit": "",
      "appliesTo": "pier cap"
    },
    {
      "label": "Pier cap lower tier depth",
      "value": "750",
      "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 P1"
    },
    {
      "label": "Pile cap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile cap edge overhang (left)",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap / pile edge distance"
    },
    {
      "label": "Pile spacing (centre to centre)",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "Pile cap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile cap edge overhang (right)",
      "value": "750",
      "unit": "",
      "appliesTo": "RCC pilecap / pile edge distance"
    },
    {
      "label": "Pile diameter",
      "value": "1200 DIA",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "Dimension at right edge of crop (partial, unattached)",
      "value": "25",
      "unit": "",
      "appliesTo": "unclear – adjacent view cut off at crop edge"
    },
    {
      "label": "Drawing scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "FRL",
    "DECK CONTINUITY",
    "PRECAST PSC GIRDER (TYP.)",
    "RCC SEISMIC STOPPER",
    "POT-PTFE BEARING (TYP.)",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "1200 DIA BORED CAST-IN-SITU PILES",
    "(SCALE 1:150)"
  ],
  "labels": [
    "P1",
    "C OF BRG.",
    "C OF BRG.",
    "SECTION B-B",
    "(SQ)",
    "(SK)"
  ],
  "description": "This crop is a transverse cross section (SECTION B-B, scale 1:150) through pier P1 of a bridge, showing the complete substructure from superstructure down to foundation. It documents the 230 thick deck slab with deck continuity over the pier, two precast PSC girders (2650 deep) on pot-PTFE bearings set 1170(SQ)/1350(SK) each side of the pier centreline, RCC seismic stoppers, a two-tier pier cap 1500 deep and 3640(SQ)/4203(SK) wide, a 1500 wide RCC column pier extending below ground level, and an 1800 deep RCC pile cap 5100 wide on 1200 dia bored cast-in-situ piles at 3600 centres with 750 edge distances. The right edge of the crop is cut, showing a partial '25' dimension and truncated text belonging to an adjacent view."
}

pier_p1Cross Section

  • Ground line / existing ground×1irregular line with hatch ticksGround surface crossing pier shaft

1170(SQ) Distance C/L of bearing to pier centreline (square)1350(SK) Distance C/L of bearing to pier centreline (skew)1170(SQ) Distance C/L of bearing to pier centreline (square)1350(SK) Distance C/L of bearing to pier centreline (skew)230 Deck slab thickness (left)230 Deck slab thickness (right)2650 Girder depth / superstructure depth below slab2650 Girder depth / superstructure depth below slab+15 more

crop

p02_r07 section through wall abutment with bored piles

page 2 · structural_drawings_pkg_1_9fa14effda074c9fb8ebfc78f519cc6d_p02_r07_section_through_wall_abutment_with_bored_piles
Original
p02_r07 section through wall abutment with bored piles
{
  "view": "Section",
  "objects": [
    {
      "name": "material not stated",
      "tag": "A2",
      "shape": "rectangular wall/stem with dirt wall",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned abutment stem supporting bearing and carrying deck end; centre line of bearing and expansion joint marked at this location."
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "box section with cantilever slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only the end portion of the box girder is shown; web and soffit cut off with break line at left."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "vertical gap at deck level",
      "material": "",
      "count": 1,
      "note": "Located on centre line of exp. joint; gap dimension given for square and skew."
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "",
      "shape": "rectangular in section",
      "material": "",
      "count": 1,
      "note": "Labelled '(TYP.)'; shown on abutment bearing pedestal."
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular block",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Callout points to block adjacent to bearing."
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in hidden (dashed) line below ground level."
    },
    {
      "name": "cast-in-situ; material not stated",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete (cast-in-situ)",
      "count": 4,
      "note": "Shown dashed below pile cap; 1200 dia per callout."
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "vertical wall in section",
      "material": "",
      "count": 1,
      "note": "Behind abutment, with its own footing shown dashed."
    },
    {
      "name": "Filter media behind abutment/wall",
      "tag": "",
      "shape": "vertical layer",
      "material": "granular filter media",
      "count": 1,
      "note": "Callout '600 THK. FILTER MEDIA'."
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "tapered slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Hatched slab at left, sloping down to embankment toe."
    },
    {
      "name": "Embankment / backfill slope",
      "tag": "",
      "shape": "inclined (batter shown 1:2)",
      "material": "earth fill",
      "count": 1,
      "note": "Slope indicated by 1 and 2 triangle marks."
    },
    {
      "name": "Stone pitching",
      "tag": "",
      "shape": "irregular stone layer",
      "material": "stone",
      "count": 1,
      "note": "Callout points to stone symbol on slope/ground surface."
    },
    {
      "name": "Existing ground line",
      "tag": "",
      "shape": "irregular line",
      "material": "",
      "count": 1,
      "note": "Shown with hatched ground symbols."
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Supports the pot-PTFE bearing on abutment cap."
    }
  ],
  "measurements": [
    {
      "label": "Distance from grid/centre of bearing (square)",
      "value": "1070 (SQ.) — between C OF BRG. and C OF EXP. JOINT",
      "unit": "",
      "appliesTo": "A2 abutment / C of BRG."
    },
    {
      "label": "Distance (skew)",
      "value": "1236 (SK.) — between C OF BRG. and C OF EXP. JOINT",
      "unit": "",
      "appliesTo": "A2 abutment / C of BRG."
    },
    {
      "label": "Expansion gap",
      "value": "80(SQ.) 92(SK.)",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Deck slab thickness (top dimension)",
      "value": "230",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Superstructure depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "Box girder superstructure"
    },
    {
      "label": "Cantilever / dirt wall dimension",
      "value": "3500(SQ)",
      "unit": "",
      "appliesTo": "Deck end / dirt wall"
    },
    {
      "label": "Dimension at girder web/diaphragm",
      "value": "1500",
      "unit": "",
      "appliesTo": "Box girder end"
    },
    {
      "label": "Dimension from web to centre of bearing",
      "value": "2850",
      "unit": "",
      "appliesTo": "Box girder / bearing"
    },
    {
      "label": "Abutment stem thickness",
      "value": "1500",
      "unit": "",
      "appliesTo": "A2 abutment stem"
    },
    {
      "label": "Slope ratio (vertical:horizontal marks)",
      "value": "1 / 2",
      "unit": "",
      "appliesTo": "Embankment slope"
    },
    {
      "label": "Pile cap edge offset (left)",
      "value": "750",
      "unit": "",
      "appliesTo": "Pile cap / pile"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles (3 spaces)"
    },
    {
      "label": "Pile cap edge offset (right)",
      "value": "750",
      "unit": "",
      "appliesTo": "Pile cap / pile"
    },
    {
      "label": "Overall pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "Pile cap"
    },
    {
      "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.",
    "80(SQ.) 92(SK.) EXP.GAP",
    "1070 (SQ.)",
    "1236 (SK.)",
    "3500(SQ)",
    "SECTION A-A",
    "(SCALE 1:150)"
  ],
  "description": "This crop is Section A-A through abutment A2 of a bridge, drawn at 1:150, showing the end of a reinforced concrete box girder deck bearing on the abutment via a pot-PTFE bearing with an RCC seismic stopper and an expansion joint at deck level. Behind the abutment it documents the approach embankment with 1:2 batter, stone pitching, 600 thick filter media, an independent retaining wall with its own footing, and the approach slab at left. Below ground the abutment is founded on a pile cap 12300 long with four 1200 dia bored cast-in-situ piles at 3600 centres and 750 end offsets, drawn in hidden line."
}

p02_r07 section through wall abutment with bored pilesSection

  • Existing ground line×1irregular lineShown with hatched ground symbols.

1070 (SQ.) — between C OF BRG. and C OF EXP. JOINT Distance from grid/centre of bearing (square)1236 (SK.) — between C OF BRG. and C OF EXP. JOINT Distance (skew)80(SQ.) 92(SK.) Expansion gap230 Deck slab thickness (top dimension)2650 Superstructure depth3500(SQ) Cantilever / dirt wall dimension1500 Dimension at girder web/diaphragm2850 Dimension from web to centre of bearing+9 more

crop

p02_r09 section through column pier with pile cap and bored piles

page 2 · structural_drawings_pkg_1_9fa14effda074c9fb8ebfc78f519cc6d_p02_r09_section_through_column_pier_with_pile_cap_and_bored_piles
Original
p02_r09 section through column pier with pile cap and bored piles
{
  "view": "Section",
  "objects": [
    {
      "name": "Pier (marked)",
      "tag": "P1",
      "shape": "circular reference bubble over pier centreline",
      "material": "",
      "count": 1,
      "note": "Pier designation bubble at top of section"
    },
    {
      "name": "Deck slab with deck continuity",
      "tag": "",
      "shape": "horizontal slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "'DECK CONTINUITY' callout over pier; slab thickness 230 shown both sides"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "as drawn at deck edge (partial)",
      "material": "reinforced concrete",
      "count": null,
      "note": "Leader points to deck top; barrier profile not fully drawn in this crop"
    },
    {
      "name": "Precast PSC girder",
      "tag": "",
      "shape": "I-girder with tapered web/flange as drawn",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Labelled '(TYP.)'; girder ends shown on both sides of pier with break lines"
    },
    {
      "name": "Pot-PTFE bearing",
      "tag": "",
      "shape": "rectangular in section",
      "material": "",
      "count": 2,
      "note": "Labelled '(TYP.)', one under each bearing centreline"
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular block (hatched)",
      "material": "reinforced concrete",
      "count": null,
      "note": "Central and outer hatched blocks on pier cap; leader from right side"
    },
    {
      "name": "Pier cap",
      "tag": "",
      "shape": "rectangular, two-layer as drawn (750 + 750)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Total depth 1500; width 3640(SQ)/4203(SK)"
    },
    {
      "name": "RCC column pier",
      "tag": "",
      "shape": "rectangular/prismatic shaft in section",
      "material": "reinforced concrete",
      "count": 1,
      "note": "1500 wide, extends below existing ground line to pilecap"
    },
    {
      "name": "RCC pilecap",
      "tag": "",
      "shape": "rectangular (shown dashed/hidden)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Depth 1800, width 5100"
    },
    {
      "name": "Bored cast-in-situ pile",
      "tag": "",
      "shape": "circular 1200 dia",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in section below pilecap, 3600 c/c"
    },
    {
      "name": "Existing ground line",
      "tag": "",
      "shape": "irregular line with hatch ticks",
      "material": "",
      "count": 1,
      "note": "Ground level indicated across the crop"
    },
    {
      "name": "Bearing centreline",
      "tag": "",
      "shape": "vertical centreline",
      "material": "",
      "count": 2,
      "note": "Marked 'C OF BRG.' each side of pier centreline"
    }
  ],
  "measurements": [
    {
      "label": "Distance from pier centreline to bearing centreline (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "C of BRG."
    },
    {
      "label": "Distance from pier centreline to bearing centreline (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "C of BRG."
    },
    {
      "label": "Deck slab thickness",
      "value": "230",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Girder depth",
      "value": "2650",
      "unit": "",
      "appliesTo": "Precast PSC girder"
    },
    {
      "label": "Gap / expansion opening between girder ends (skew)",
      "value": "1500 (SK)",
      "unit": "",
      "appliesTo": "Deck continuity region over pier"
    },
    {
      "label": "Pier cap total depth",
      "value": "1500",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap upper layer depth",
      "value": "750",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap lower layer depth",
      "value": "750",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap width (square)",
      "value": "3640(SQ)",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Pier cap width (skew)",
      "value": "4203(SK)",
      "unit": "",
      "appliesTo": "Pier cap"
    },
    {
      "label": "Column pier width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC column pier"
    },
    {
      "label": "Pilecap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile edge distance (left)",
      "value": "750 (pilecap edge to pile centreline)",
      "unit": "",
      "appliesTo": "RCC pilecap / piles"
    },
    {
      "label": "Pile edge distance (right)",
      "value": "750 (pilecap edge to pile centreline)",
      "unit": "",
      "appliesTo": "RCC pilecap / piles"
    },
    {
      "label": "Pile spacing (centre to centre)",
      "value": "3600",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "Pilecap overall width",
      "value": "5100",
      "unit": "",
      "appliesTo": "RCC pilecap"
    },
    {
      "label": "Pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "Scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "1200 DIA BORED CAST-IN-SITU PILES",
    "POT-PTFE BEARING (TYP.)",
    "PRECAST PSC GIRDER (TYP.)"
  ],
  "labels": [
    "P1",
    "C OF BRG.",
    "RCC CRASH BARRIER",
    "FRL",
    "DECK CONTINUITY",
    "RCC SEISMIC STOPPER",
    "RCC COLUMN PIER",
    "RCC PILECAP",
    "SECTION B-B",
    "(SCALE 1:150)"
  ],
  "description": "Transverse section (Section B-B, scale 1:150) through intermediate pier P1 of a PSC girder bridge, showing the deck slab with crash barrier and deck continuity over the pier, two precast PSC girders bearing on pot-PTFE bearings with RCC seismic stoppers, the two-lift RCC pier cap, RCC column pier down through existing ground, and the RCC pilecap on two 1200 dia bored cast-in-situ piles. Dimensions are given in both square (SQ) and skew (SK) values for bearing offsets, deck gap and pier cap width. Girder spans are cut off at break lines each side, so only the pier region is documented in this crop."
}

p02_r09 section through column pier with pile cap and bored pilesSection

  • Existing ground line×1irregular line with hatch ticksGround level indicated across the crop

1170(SQ) Distance from pier centreline to bearing centreline (square)1350(SK) Distance from pier centreline to bearing centreline (skew)230 Deck slab thickness2650 Girder depth1500 (SK) Gap / expansion opening between girder ends (skew)1500 Pier cap total depth750 Pier cap upper layer depth750 Pier cap lower layer depth+10 more

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

  • Existing/finished ground line×1irregular line with hatched ticksGround level indicated crossing the pier shaft

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_r02 cross section of deck and pile cap at pier p1

page 3 · structural_drawings_pkg_1_9fa14effda074c9fb8ebfc78f519cc6d_p03_r02_cross_section_of_deck_and_pile_cap_at_pier_p1
Original
p03_r02 cross section of deck and pile cap at pier p1
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Deck slab (cast in situ)",
      "tag": "",
      "shape": "slab with cross fall",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labelled 'RCC CAST IN SITU DECK'; one deck per carriageway (LHS and RHS)"
    },
    {
      "name": "wearing coat (50mm THK. (WC)); material not stated",
      "tag": "",
      "shape": "thin overlay on deck",
      "material": "bituminous/concrete wearing course (50mm THK. WC)",
      "count": 2,
      "note": "Shown on each deck with 2.5% slope"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "profiled vertical barrier",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Labelled 'RCC CRASH BARRIER' at outer edge of each deck"
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "raised rectangular kerb/walkway",
      "material": "reinforced concrete (implied)",
      "count": 2,
      "note": "Labelled 'FOOTPATH', 1500 wide"
    },
    {
      "name": "Median / central gap between decks",
      "tag": "",
      "shape": "gap",
      "material": "",
      "count": 1,
      "note": "2900 gap at centre line of proposed road"
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "small rectangular pad",
      "material": "not stated",
      "count": null,
      "note": "Small pads shown between girders/deck and pier cap; individual count not reliably distinguishable"
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "trapezoidal (tapered ends)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One cap per carriageway, 16550 long, level marked PCTL"
    },
    {
      "name": "material not stated",
      "tag": "",
      "shape": "circular/vertical shaft as drawn",
      "material": "reinforced concrete",
      "count": 6,
      "note": "3 columns visible under each pier cap (spacing 4500 with 1000 offsets)"
    },
    {
      "name": "Pile cap",
      "tag": "P1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "16550 long; top level PCTL P1 503.316, bottom level PCBL P1 501.516"
    },
    {
      "name": "Pile",
      "tag": "P1",
      "shape": "circular (with bulb symbol shown)",
      "material": "reinforced concrete",
      "count": 12,
      "note": "6 piles visible under each pile cap; pile tip level 476.566"
    },
    {
      "name": "Existing ground / hatched strata line",
      "tag": "",
      "shape": "hatched line",
      "material": "",
      "count": null,
      "note": "Short hatched ground indication above pile cap level"
    }
  ],
  "measurements": [
    {
      "label": "Overall deck/cap width",
      "value": "16550",
      "unit": "",
      "appliesTo": "deck / pier cap (each carriageway)"
    },
    {
      "label": "Gap between decks at centre line",
      "value": "2900",
      "unit": "",
      "appliesTo": "central gap"
    },
    {
      "label": "Crash barrier / edge dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "deck edge (4 occurrences)"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "carriageway (each side)"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "footpath (each side)"
    },
    {
      "label": "Kerb/footpath dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "footpath edge detail"
    },
    {
      "label": "Wearing coat thickness",
      "value": "50mm THK. (WC) — on wearing coat",
      "unit": "mm",
      "appliesTo": "wearing coat"
    },
    {
      "label": "Deck cross slope",
      "value": "2.5",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "Dimension at deck/cap interface",
      "value": "750",
      "unit": "",
      "appliesTo": "pier cap top / bearing location"
    },
    {
      "label": "Pier cap top level LHS",
      "value": "PCTL P1 L/S 515.384",
      "unit": "",
      "appliesTo": "pier cap P1 L/S"
    },
    {
      "label": "Pier cap top level RHS",
      "value": "PCTL A2 R/S 515.567",
      "unit": "",
      "appliesTo": "pier cap A2 R/S (as printed)"
    },
    {
      "label": "Bearing/girder spacing (square)",
      "value": "3500 (SQ) — on pier cap top - 4 spaces each side",
      "unit": "",
      "appliesTo": "pier cap top - 5 spaces each side"
    },
    {
      "label": "End dimension (square)",
      "value": "1275 (SQ)",
      "unit": "",
      "appliesTo": "pier cap ends, both sides"
    },
    {
      "label": "Pier column spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "pier columns (2 spaces each side)"
    },
    {
      "label": "Column end offset",
      "value": "1000 — on pier column to cap end (2 per side)",
      "unit": "",
      "appliesTo": "pier column to cap end (3 per side)"
    },
    {
      "label": "Pile cap top level LHS",
      "value": "PCTL P1 L/S 503.316",
      "unit": "",
      "appliesTo": "pile cap P1 L/S"
    },
    {
      "label": "Pile cap top level RHS",
      "value": "PCTL P1 R/S 503.316",
      "unit": "",
      "appliesTo": "pile cap P1 R/S"
    },
    {
      "label": "Pile cap bottom level LHS",
      "value": "PCBL P1 L/S 501.516",
      "unit": "",
      "appliesTo": "pile cap P1 L/S"
    },
    {
      "label": "Pile cap bottom level RHS",
      "value": "PCBL P1 R/S 501.516",
      "unit": "",
      "appliesTo": "pile cap P1 R/S"
    },
    {
      "label": "Pile cap length",
      "value": "16550",
      "unit": "",
      "appliesTo": "pile cap P1 (both sides)"
    },
    {
      "label": "Pile tip level LHS",
      "value": "PILE TIP LVL. P1 L/S 476.566",
      "unit": "",
      "appliesTo": "piles P1 L/S"
    },
    {
      "label": "Pile tip level RHS",
      "value": "PILE TIP LVL. P1 R/S 476.566",
      "unit": "",
      "appliesTo": "piles P1 R/S"
    },
    {
      "label": "Pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "piles (5 spaces each side)"
    },
    {
      "label": "Edge of pile cap to first pile",
      "value": "775",
      "unit": "",
      "appliesTo": "pile cap P1 ends (both sides)"
    },
    {
      "label": "Drawing scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    }
  ],
  "notes": [
    "NOTES:",
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER"
  ],
  "labels": [
    "℅ OF PROPOSED ROAD",
    "CARRIAGEWAY",
    "℅ OF LHS (CARRIAGEWAY)",
    "℅ OF RHS (CARRIAGEWAY)",
    "FRL",
    "FOOTPATH",
    "RCC CRASH BARRIER",
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK",
    "SLOPE 2.5%",
    "ROW",
    "B",
    "SECTION AT PIER LOCATION",
    "(SCALE 1:150)"
  ],
  "description": "This crop is a transverse section through the pier location of a twin-deck (dual carriageway) bridge, drawn at 1:150. It shows, for each carriageway, a 16550 wide cast-in-situ RCC deck with 50mm wearing coat at 2.5% cross fall, 13500 carriageway, 1500 footpath and RCC crash barriers, supported on bearings over a tapered pier cap carrying three pier columns, founded on a 16550 long pile cap with six piles at 3000 centres. Levels are annotated for pier cap top (515.384 L/S, 515.567 R/S), pile cap top (503.316) and bottom (501.516) and pile tip (476.566), with ROW lines at both extremities and a general note block at right."
}

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

  • Existing ground / hatched strata linehatched lineShort hatched ground indication above pile cap level

16550 Overall deck/cap width2900 Gap between decks at centre line450 Crash barrier / edge dimension13500 Carriageway width1500 Footpath width100 Kerb/footpath dimension50mm THK. (WC) — on wearing coat mm Wearing coat thickness2.5 % Deck cross slope+17 more