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Pier Cap

2 pages · 4 crops · ×5 · substructure

Matched toPier Capbridge.substructure.pier_system.pier_capon “Pier Cap”

4 read off the drawings · 1 not established
The class asks forValueHowFrom
LengthLwants m/mm16550 mmThe transverse section explicitly gives the overall width of each P1 pier cap as 16550. This is taken as the pier-cap Length for the ontology; general note 1 establishes that unstated drawing dimensions are in millimeters.readcheckp3 · p03_r02 cross section of deck and pile group at pier p1p2 · p02_r03
WidthWwants m/mm3640(SQ); 4203(SK) mmSECTION B-B explicitly labels the P1 pier-cap width as 3640(SQ) and 4203(SK). The drawing provides separate square and skew values rather than one uniform width; general note 1 establishes millimeters for unstated dimension units.readcheckp2 · p02_r04 section b bp2 · p02_r03
ThicknessTwants m/mm1500; 750 mmSECTION B-B explicitly gives P1 pier-cap vertical dimensions of 1500 and 750. The cap is shown as variable-depth/stepped, so the readings do not establish a single uniform thickness; general note 1 establishes millimeters for unstated dimension units.readcheckp2 · p02_r04 section b bp2 · p02_r03
Instance CountNwants count2 countThe transverse P1 section explicitly identifies two pier caps: one below the left-side carriageway and one below the right-side carriageway.readp3 · p03_r02 cross section of deck and pile group at pier p1
Concrete Gradefcknot establishedThe general concrete-grade note specifies M45 for “ABUTMENT & PIER,” but does not state a concrete grade for the pier cap. The separate explicit reference to “PIER & PIER CAP” applies only to reinforcement cover, not concrete grade.not found

Worked out by openai/gpt-5.6-terra-pro from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.

How the sheets named it

piercapP1

Every dimension read for it17

  • 400 mmBearing and pedestal depthp2 · p02_r03
  • 1170(SQ)Offset from C OF BRG.p2 · p02_r04 section b b
  • 1350(SK)Offset from C OF BRG.p2 · p02_r04 section b b
  • 1170(SQ)Offset from C OF BRG.p2 · p02_r04 section b b
  • 1350(SK)Offset from C OF BRG.p2 · p02_r04 section b b
  • 1500Pier-cap vertical dimensionp2 · p02_r04 section b b
  • 750Pier-cap vertical dimensionp2 · p02_r04 section b b
  • 750Pier-cap vertical dimensionp2 · p02_r04 section b b
  • 3640(SQ)Pier-cap widthp2 · p02_r04 section b b
  • 4203(SK)Pier-cap widthp2 · p02_r04 section b b
  • 1500Column pier widthp2 · p02_r04 section b b
  • 1800Pilecap depthp2 · p02_r04 section b b
  • 750Pile spacing/end offsetp2 · p02_r04 section b b
  • 3600Pile spacingp2 · p02_r04 section b b
  • 750Pile spacing/end offsetp2 · p02_r04 section b b
  • 5100Pilecap widthp2 · p02_r04 section b b
  • 1200Bored pile diameterp2 · p02_r04 section b b

Notes on the sheets that carry it

  • p21. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.
  • p22. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.
  • p23. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.
  • p24. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLASS A, ONE LANE CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R + ONE LANE OF 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED AS LIVE LOAD.
  • p25. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONENTS SHALL BE AS FOLLOWS:-
  • p2PSC PRECAST GIRDER -----------M50
  • p2R.C.C. CAST IN SITU DECK SLAB ----M45
  • p2R.C.C. END CROSS GIRDER ----- --M45
  • p2R.C.C. INTERMEDIATE CROSS GIRDER --M45
  • p2BEARING PEDESTAL --------------M50
  • p2CRASH BARRIER ----------------M40
  • p2APPROACH SLAB ----------------M30
  • p2LEVELLING COURSE -------------M15
  • p2DIRT WALL & SLAB -------------M35
  • p2ABUTMENT & PIER --------------M45
  • p2PILE FOUNDATION --------------M35
  • p26. CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS:
  • p2FOUNDATION........................................75mm
  • p2SUBSTRUCTURE ABUTMENT & ABUTMENT CAP......45mm
  • p2PIER & PIER CAP........................45mm
  • p2SUPERSTRUCTURE......................................45mm
  • p27. ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.
  • p28. STRIP SEAL TYPE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.
  • p29. BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.
  • p210. FRI, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.
  • p211. DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.
  • p212. BACK FILLING MATERIAL BEHIND ABUTMENT SHALL BE WELL COMPACTED AS PER APPENDIX 6 OF IRC 78:2014 & M O R T H SPECIFICATION BEFORE RESTING THE SUPERSTRUCTURE.
  • p213. THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & ‘SEVERE’ EXPOSURE CONDITION.
  • p214. DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.
  • p215. THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, ø>32°,γ=2T/m³
  • p216. THE PIERCAP TOP LEVEL HAS BEEN FIXED CONSIDERING 400mm DEPTH OF BRG. & PEDESTAL. IN CASE THE BEARING HEIGHT IS LESS THAN THAT OF 200mm THEN THE HEIGHT OF THE BEARING SHALL BE ADJUSTED IN 200mm PEDESTAL.
  • p217. FOR DIMENSION & REINFORCEMENT DETAILS OF APPROACH SLAB, GAP SLAB, CRASH BARRIER & DRAINAGE SPOUTS REFER MISCELLANEOUS DRG.
  • p218. TENTATIVE WORKING PILE LOAD AND SUBJECTED TO CHANGE AS PER DETAILED DESIGN:-
  • p2RCC CRASH BARRIER
  • p2FRL
  • p2DECK CONTINUITY
  • p2PRECAST PSC GIRDER (TYP.)
  • p2RCC SEISMIC STOPPER
  • p2POT-PTFE BEARING (TYP.)
  • p2RCC COLUMN PIER

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

Page 2

crop

p02_r03

page 2 · general_notes_p02_r03
Original
p02_r03
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC precast girder",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Concrete grade specified as M50."
    },
    {
      "name": "R.C.C. cast in situ deck slab",
      "tag": "",
      "shape": "slab",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "R.C.C. end cross girder",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "R.C.C. intermediate cross girder",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "bearing pedestal",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M50."
    },
    {
      "name": "crash barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M40."
    },
    {
      "name": "approach slab",
      "tag": "",
      "shape": "slab",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M30."
    },
    {
      "name": "levelling course",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M15."
    },
    {
      "name": "dirt wall & slab",
      "tag": "",
      "shape": "slab",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M35."
    },
    {
      "name": "abutment & pier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "pile foundation",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M35."
    },
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "bar",
      "material": "high yield strength deformed (TMT) steel",
      "count": null,
      "note": "Grade-Fe 550D, conforming to IS: 1786."
    },
    {
      "name": "strip seal type expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided as per MORTH specification."
    },
    {
      "name": "bituminous concrete",
      "tag": "",
      "shape": "layer",
      "material": "bituminous concrete",
      "count": null,
      "note": "Laid in single layer."
    },
    {
      "name": "drainage spout",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided in deck slab."
    },
    {
      "name": "selected earth fill",
      "tag": "",
      "shape": "",
      "material": "earth fill",
      "count": null,
      "note": "Used for backfilling behind RE wall."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bearing height may be adjusted in pedestal."
    },
    {
      "name": "piercap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top level fixed considering bearing and pedestal depth."
    },
    {
      "name": "working pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Tentative working load is subject to change as per detailed design."
    }
  ],
  "measurements": [
    {
      "label": "Concrete grade, PSC PRECAST GIRDER",
      "value": "M50",
      "unit": "",
      "appliesTo": "PSC precast girder"
    },
    {
      "label": "Concrete grade, R.C.C. CAST IN SITU DECK SLAB",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. cast in situ deck slab"
    },
    {
      "label": "Concrete grade, R.C.C. END CROSS GIRDER",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. end cross girder"
    },
    {
      "label": "Concrete grade, R.C.C. INTERMEDIATE CROSS GIRDER",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. intermediate cross girder"
    },
    {
      "label": "Concrete grade, BEARING PEDESTAL",
      "value": "M50",
      "unit": "",
      "appliesTo": "bearing pedestal"
    },
    {
      "label": "Concrete grade, CRASH BARRIER",
      "value": "M40",
      "unit": "",
      "appliesTo": "crash barrier"
    },
    {
      "label": "Concrete grade, APPROACH SLAB",
      "value": "M30",
      "unit": "",
      "appliesTo": "approach slab"
    },
    {
      "label": "Concrete grade, LEVELLING COURSE",
      "value": "M15",
      "unit": "",
      "appliesTo": "levelling course"
    },
    {
      "label": "Concrete grade, DIRT WALL & SLAB",
      "value": "M35",
      "unit": "",
      "appliesTo": "dirt wall & slab"
    },
    {
      "label": "Concrete grade, ABUTMENT & PIER",
      "value": "M45",
      "unit": "",
      "appliesTo": "abutment & pier"
    },
    {
      "label": "Concrete grade, PILE FOUNDATION",
      "value": "M35",
      "unit": "",
      "appliesTo": "pile foundation"
    },
    {
      "label": "Clear cover, FOUNDATION",
      "value": "75",
      "unit": "mm",
      "appliesTo": "foundation"
    },
    {
      "label": "Clear cover, ABUTMENT & ABUTMENT CAP",
      "value": "45",
      "unit": "mm",
      "appliesTo": "abutment & abutment cap"
    },
    {
      "label": "Clear cover, PIER & PIER CAP",
      "value": "45",
      "unit": "mm",
      "appliesTo": "pier & pier cap"
    },
    {
      "label": "Clear cover, SUPERSTRUCTURE",
      "value": "45",
      "unit": "mm",
      "appliesTo": "superstructure"
    },
    {
      "label": "Reinforcing steel grade",
      "value": "Fe 550D",
      "unit": "",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "Bituminous concrete thickness",
      "value": "50",
      "unit": "MM",
      "appliesTo": "bituminous concrete"
    },
    {
      "label": "Earth fill cohesion",
      "value": "C=0",
      "unit": "",
      "appliesTo": "selected earth fill"
    },
    {
      "label": "Earth fill friction angle",
      "value": "ø>32°",
      "unit": "",
      "appliesTo": "selected earth fill"
    },
    {
      "label": "Earth fill unit weight",
      "value": "γ=2T/m³",
      "unit": "",
      "appliesTo": "selected earth fill"
    },
    {
      "label": "Bearing and pedestal depth",
      "value": "400",
      "unit": "mm",
      "appliesTo": "piercap"
    },
    {
      "label": "Bearing height threshold",
      "value": "200",
      "unit": "mm",
      "appliesTo": "bearing"
    },
    {
      "label": "Pedestal adjustment height",
      "value": "200",
      "unit": "mm",
      "appliesTo": "pedestal"
    },
    {
      "label": "Maximum vertical working pile load",
      "value": "300",
      "unit": "T",
      "appliesTo": "working pile"
    },
    {
      "label": "Lateral working pile load",
      "value": "50",
      "unit": "T",
      "appliesTo": "working pile"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.",
    "3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLASS A, ONE LANE CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R + ONE LANE OF 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED AS LIVE LOAD.",
    "5. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONENTS SHALL BE AS FOLLOWS:-",
    "PSC PRECAST GIRDER -----------M50",
    "R.C.C. CAST IN SITU DECK SLAB ----M45",
    "R.C.C. END CROSS GIRDER ----- --M45",
    "R.C.C. INTERMEDIATE CROSS GIRDER --M45",
    "BEARING PEDESTAL --------------M50",
    "CRASH BARRIER ----------------M40",
    "APPROACH SLAB ----------------M30",
    "LEVELLING COURSE -------------M15",
    "DIRT WALL & SLAB -------------M35",
    "ABUTMENT & PIER --------------M45",
    "PILE FOUNDATION --------------M35",
    "6. CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS:",
    "FOUNDATION........................................75mm",
    "SUBSTRUCTURE ABUTMENT & ABUTMENT CAP......45mm",
    "PIER & PIER CAP........................45mm",
    "SUPERSTRUCTURE......................................45mm",
    "7. ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.",
    "8. STRIP SEAL TYPE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.",
    "9. BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.",
    "10. FRI, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.",
    "11. DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.",
    "12. BACK FILLING MATERIAL BEHIND ABUTMENT SHALL BE WELL COMPACTED AS PER APPENDIX 6 OF IRC 78:2014 & M O R T H SPECIFICATION BEFORE RESTING THE SUPERSTRUCTURE.",
    "13. THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & ‘SEVERE’ EXPOSURE CONDITION.",
    "14. DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.",
    "15. THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, ø>32°,γ=2T/m³",
    "16. THE PIERCAP TOP LEVEL HAS BEEN FIXED CONSIDERING 400mm DEPTH OF BRG. & PEDESTAL. IN CASE THE BEARING HEIGHT IS LESS THAN THAT OF 200mm THEN THE HEIGHT OF THE BEARING SHALL BE ADJUSTED IN 200mm PEDESTAL.",
    "17. FOR DIMENSION & REINFORCEMENT DETAILS OF APPROACH SLAB, GAP SLAB, CRASH BARRIER & DRAINAGE SPOUTS REFER MISCELLANEOUS DRG.",
    "18. TENTATIVE WORKING PILE LOAD AND SUBJECTED TO CHANGE AS PER DETAILED DESIGN:-"
  ],
  "labels": [
    "NOTES:",
    "MAX. VERTICAL LOAD",
    "LATERAL LOAD"
  ],
  "description": "This crop is a general structural bridge notes block, including concrete grades, reinforcement cover requirements, material requirements, design criteria, and construction references. It also includes a small table of tentative working pile loads; no plan, elevation, or physical arrangement of the bridge is shown."
}

p02_r03Notes

  • piercapTop level fixed considering bearing and pedestal depth.

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

crop

p02_r04 section b b

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r04_section_b_b
Original
p02_r04 section b b
{
  "view": "Section",
  "objects": [
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown at both deck edges."
    },
    {
      "name": "deck slab / deck continuity",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Callout identifies DECK CONTINUITY at the pier."
    },
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "I-girder",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Shown on either side of the pier; marked (TYP.)."
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "PTFE",
      "count": 2,
      "note": "Marked (TYP.)."
    },
    {
      "name": "pier cap",
      "tag": "P1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "column pier",
      "tag": "P1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "pilecap",
      "tag": "P1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "bored cast-in-situ pile",
      "tag": "P1",
      "shape": "circular",
      "material": "cast-in-situ concrete",
      "count": 2,
      "note": "Pile shafts are shown below the pilecap."
    }
  ],
  "measurements": [
    {
      "label": "Offset from C OF BRG.",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Offset from C OF BRG.",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Offset from C OF BRG.",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Offset from C OF BRG.",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Crash barrier/deck vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "Crash barrier/deck vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "Girder depth vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "Precast PSC girder"
    },
    {
      "label": "Girder depth vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "Precast PSC girder"
    },
    {
      "label": "Seismic stopper width",
      "value": "1500",
      "unit": "",
      "appliesTo": "RCC seismic stopper"
    },
    {
      "label": "Pier-cap vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pier-cap vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pier-cap vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pier-cap width",
      "value": "3640(SQ)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pier-cap width",
      "value": "4203(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Column pier width",
      "value": "1500",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pilecap depth",
      "value": "1800",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pile spacing/end offset",
      "value": "750",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pile spacing/end offset",
      "value": "750",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Pilecap width",
      "value": "5100",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Bored pile diameter",
      "value": "1200",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "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"
  ],
  "labels": [
    "P1",
    "C OF BRG.",
    "SECTION B-B",
    "(SCALE 1:150)"
  ],
  "description": "This crop is SECTION B-B through pier P1, showing the bridge deck, crash barriers, precast PSC girders, bearings, seismic stopper, pier cap, column pier, pilecap, and bored piles. The section documents the support arrangement and the printed transverse and vertical dimensions for the pier assembly."
}

p02_r04 section b bSection

  • pier capP1×1rectangularreinforced concrete
  • column pierP1×1rectangularreinforced concrete
  • pilecapP1×1rectangularreinforced concrete
  • bored cast-in-situ pileP1×2circularcast-in-situ concretePile shafts are shown below the pilecap.

1170(SQ) Offset from C OF BRG.1350(SK) Offset from C OF BRG.1170(SQ) Offset from C OF BRG.1350(SK) Offset from C OF BRG.230 Crash barrier/deck vertical dimension230 Crash barrier/deck vertical dimension2650 Girder depth vertical dimension2650 Girder depth vertical dimension+14 more

Page 3

crop

p03_r02

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

p03_r02Cross Section

  • Pier cap×2stepped rectangular cap with sloping topOne cap supports each carriageway.

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

crop

p03_r02 cross section of deck and pile group at pier p1

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

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

  • pier capP1×2stepped, variable-depth rectangular capSeparate caps are shown below the left-side and right-side carriageways.
  • pier columnP1×6rectangularThree columns are visible below each pier cap.
  • pile capP1×2rectangularDashed pile caps are shown below ground level.
  • pileP1×24circularDashed pile outlines are shown in paired groups below each pile cap.

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