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LASA 13

structural_drawings_pkg_1-7a22288d85c64bc6bd8c641faee2f453 · Bridge

Models

Step 1 sends drawing crops, so it needs a model that can see them. Steps 2 and 3 send step 1’s readings as text — a text-only model with a large context is a fair answer there.

1Read the crops37 crops · all read · 180 objects · 600 measurementsconfigured openai/gpt-5.6-terra-pro · about 21¢ for 37 crops · default

Every cropped image from the cropping run, page by page, with what the model read off it: view, objects, measurements, notes and labels. Click a crop to see it beside its JSON.

All 37 crops read.

37crops37read180objects found600measurements506,022tokens in167,265tokens out
Page 25 crops · 5 read
crop · 1161 × 1649

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 b

done

structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r04_section_b_b

Section9 objects · 22 measurements · 9 notes · 4 labels

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.

Objects · 9

MarkObjectNo.ShapeMaterialNote
RCC crash barrier2rectangularreinforced concreteShown at both deck edges.
deck slab / deck continuity1rectangularCallout identifies DECK CONTINUITY at the pier.
precast PSC girder2I-girderprecast prestressed concreteShown on either side of the pier; marked (TYP.).
RCC seismic stopper1rectangularreinforced concrete
POT-PTFE bearing2rectangularPTFEMarked (TYP.).
P1pier cap1rectangularreinforced concrete
P1column pier1rectangularreinforced concrete
P1pilecap1rectangularreinforced concrete
P1bored cast-in-situ pile2circularcast-in-situ concretePile shafts are shown below the pilecap.

Measurements · 22

MeasurementValueApplies to
Offset from C OF BRG.1170(SQ)P1
Offset from C OF BRG.1350(SK)P1
Offset from C OF BRG.1170(SQ)P1
Offset from C OF BRG.1350(SK)P1
Crash barrier/deck vertical dimension230RCC crash barrier
Crash barrier/deck vertical dimension230RCC crash barrier
Girder depth vertical dimension2650Precast PSC girder
Girder depth vertical dimension2650Precast PSC girder
Seismic stopper width1500RCC seismic stopper
Pier-cap vertical dimension1500P1
Pier-cap vertical dimension750P1
Pier-cap vertical dimension750P1
Pier-cap width3640(SQ)P1
Pier-cap width4203(SK)P1
Column pier width1500P1
Pilecap depth1800P1
Pile spacing/end offset750P1
Pile spacing3600P1
Pile spacing/end offset750P1
Pilecap width5100P1
Bored pile diameter1200P1
Drawing scale1:150SECTION B-B

Labels

P1C OF BRG.SECTION B-B(SCALE 1:150)

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

openai/gpt-5.6-terra-pro · 22242 tokens · 33.9s

crop · 2120 × 1652

p02_r05 section a a

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r05_section_a_a
Original
p02_r05 section a a
{
  "view": "Section",
  "objects": [
    {
      "name": "bridge deck slab",
      "tag": "",
      "shape": "rectangular horizontal slab",
      "material": "",
      "count": 1,
      "note": "Partial deck section is shown."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "narrow vertical joint",
      "material": "",
      "count": 1,
      "note": "Located at C OF EXP. JOINT."
    },
    {
      "name": "abutment",
      "tag": "",
      "shape": "reinforced concrete wall with seat",
      "material": "",
      "count": 1,
      "note": "Supported on a pile cap."
    },
    {
      "name": "wingwall",
      "tag": "",
      "shape": "sloping retaining wall",
      "material": "",
      "count": 1,
      "note": "Extends from the abutment toward the left."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the abutment."
    },
    {
      "name": "bored cast-in-situ piles",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Pile locations are shown beneath the pile cap."
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Marked TYP."
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular block",
      "material": "RCC",
      "count": 1,
      "note": ""
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Partially shown at the right side of the section."
    },
    {
      "name": "stone pitching",
      "tag": "",
      "shape": "sloping layer",
      "material": "stone",
      "count": 1,
      "note": ""
    },
    {
      "name": "filter media",
      "tag": "",
      "shape": "tapered layer",
      "material": "",
      "count": 1,
      "note": "Shown adjacent to the independent retaining wall."
    },
    {
      "name": "reinforcement bar",
      "tag": "1",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": "Bar mark is shown within the sloping wall."
    },
    {
      "name": "reinforcement bar",
      "tag": "2",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": "Bar mark is shown within the sloping wall."
    }
  ],
  "measurements": [
    {
      "label": "dimension (SQ.)",
      "value": "1070",
      "unit": "",
      "appliesTo": "C OF BRG."
    },
    {
      "label": "dimension (SK.)",
      "value": "1236",
      "unit": "",
      "appliesTo": "C OF BRG."
    },
    {
      "label": "EXP.GAP (SQ.)",
      "value": "80",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "EXP.GAP (SK)",
      "value": "92",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "dimension (SQ)",
      "value": "3500",
      "unit": "",
      "appliesTo": "deck/abutment section"
    },
    {
      "label": "vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "deck end"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "deck end"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "left deck underside"
    },
    {
      "label": "horizontal dimension",
      "value": "2850",
      "unit": "",
      "appliesTo": "left deck underside"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "abutment/pile cap"
    },
    {
      "label": "end spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "end spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "overall pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "filter media"
    },
    {
      "label": "bored cast-in-situ pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "POT-PTFE BEARING (TYP.)",
    "RCC SEISMIC STOPPER",
    "STONE PITCHING",
    "INDEPENDENT RETAINING WALL",
    "600 THK. FILTER MEDIA",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "A2",
    "C OF EXP. JOINT",
    "C OF BRG.",
    "SECTION A-A",
    "(SCALE 1:150)"
  ],
  "description": "This crop shows SECTION A-A through a bridge end support, including the deck expansion-joint area, abutment seat, bearing, seismic stopper, and piled foundation. A sloping wingwall/retaining element, stone pitching, filter media, and a partial independent retaining wall are also shown."
}

p02_r05 section a a

done

structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r05_section_a_a

Section13 objects · 19 measurements · 6 notes · 5 labels

This crop shows SECTION A-A through a bridge end support, including the deck expansion-joint area, abutment seat, bearing, seismic stopper, and piled foundation. A sloping wingwall/retaining element, stone pitching, filter media, and a partial independent retaining wall are also shown.

Objects · 13

MarkObjectNo.ShapeMaterialNote
bridge deck slab1rectangular horizontal slabPartial deck section is shown.
expansion joint1narrow vertical jointLocated at C OF EXP. JOINT.
abutment1reinforced concrete wall with seatSupported on a pile cap.
wingwall1sloping retaining wallExtends from the abutment toward the left.
pile cap1rectangularShown below the abutment.
bored cast-in-situ piles4circularPile locations are shown beneath the pile cap.
POT-PTFE bearing1rectangularMarked TYP.
RCC seismic stopper1rectangular blockRCC
independent retaining wall1vertical wallPartially shown at the right side of the section.
stone pitching1sloping layerstone
filter media1tapered layerShown adjacent to the independent retaining wall.
1reinforcement bar1bent barBar mark is shown within the sloping wall.
2reinforcement bar1bent barBar mark is shown within the sloping wall.

Measurements · 19

MeasurementValueUnitApplies to
dimension (SQ.)1070C OF BRG.
dimension (SK.)1236C OF BRG.
EXP.GAP (SQ.)80expansion joint
EXP.GAP (SK)92expansion joint
dimension (SQ)3500deck/abutment section
vertical dimension230deck end
vertical dimension2650deck end
horizontal dimension1500left deck underside
horizontal dimension2850left deck underside
horizontal dimension1500abutment/pile cap
end spacing750bored cast-in-situ piles
pile spacing3600bored cast-in-situ piles
pile spacing3600bored cast-in-situ piles
pile spacing3600bored cast-in-situ piles
end spacing750bored cast-in-situ piles
overall pile cap length12300pile cap
filter media thickness600THK.filter media
bored cast-in-situ pile diameter1200DIAbored cast-in-situ piles
scale1:150SECTION A-A

Labels

A2C OF EXP. JOINTC OF BRG.SECTION A-A(SCALE 1:150)

Notes

  • POT-PTFE BEARING (TYP.)
  • RCC SEISMIC STOPPER
  • STONE PITCHING
  • INDEPENDENT RETAINING WALL
  • 600 THK. FILTER MEDIA
  • 1200 DIA BORED CAST-IN-SITU PILES

openai/gpt-5.6-terra-pro · 29606 tokens · 48.2s

crop · 804 × 714

p02_r06 section at pier location

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r06_section_at_pier_location
Original
p02_r06 section at pier location
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Pier section",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Section shown at pier location."
    }
  ],
  "measurements": [
    {
      "label": "Chamfer horizontal dimension",
      "value": "25",
      "unit": "",
      "appliesTo": "Pier section"
    },
    {
      "label": "Chamfer vertical dimension",
      "value": "25",
      "unit": "",
      "appliesTo": "Pier section"
    },
    {
      "label": "Overall width",
      "value": "1500",
      "unit": "",
      "appliesTo": "Pier section"
    },
    {
      "label": "Overall height",
      "value": "1000",
      "unit": "",
      "appliesTo": "Pier section"
    },
    {
      "label": "Scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "CHAMFER 25X25"
  ],
  "labels": [
    "SECTION AT PIER LOCATION",
    "(SCALE 1:25)"
  ],
  "description": "This crop shows a cross section at a pier location. The pier section is 1500 wide by 1000 high as drawn, with 25 x 25 chamfers indicated at the corners."
}

p02_r06 section at pier location

done

structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r06_section_at_pier_location

Cross Section1 object · 5 measurements · 1 note · 2 labels

This crop shows a cross section at a pier location. The pier section is 1500 wide by 1000 high as drawn, with 25 x 25 chamfers indicated at the corners.

Objects · 1

ObjectNo.ShapeNote
Pier section1rectangular with chamfered cornersSection shown at pier location.

Measurements · 5

MeasurementValueApplies to
Chamfer horizontal dimension25Pier section
Chamfer vertical dimension25Pier section
Overall width1500Pier section
Overall height1000Pier section
Scale1:25

Labels

SECTION AT PIER LOCATION(SCALE 1:25)

Notes

  • CHAMFER 25X25

openai/gpt-5.6-terra-pro · 9423 tokens · 9.9s

crop · 975 × 568

p02_r07 blank revision log table with columns

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r07_blank_revision_log_table_with_columns
Original
p02_r07 blank revision log table with columns
{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "MKD.",
    "DATE",
    "DESCRIPTION",
    "BY",
    "R E V I S I O N"
  ],
  "description": "This crop shows a blank revision block portion of a drawing title block. No constructional items, quantities, dimensions, or revision entries are visible."
}

p02_r07 blank revision log table with columns

done

structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r07_blank_revision_log_table_with_columns

Title Block5 labels

This crop shows a blank revision block portion of a drawing title block. No constructional items, quantities, dimensions, or revision entries are visible.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

MKD.DATEDESCRIPTIONBYR E V I S I O N

openai/gpt-5.6-terra-pro · 7542 tokens · 7.2s

crop · 4578 × 568

p02_r08 consultant client project drawing number info

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r08_consultant_client_project_drawing_number_info
Original
p02_r08 consultant client project drawing number info
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Bridge chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "MAJOR BRIDGE"
    },
    {
      "label": "Design start chainage",
      "value": "64+000",
      "unit": "KM",
      "appliesTo": "PROJECT"
    },
    {
      "label": "Design end chainage",
      "value": "113+000",
      "unit": "KM",
      "appliesTo": "PROJECT"
    },
    {
      "label": "Project length",
      "value": "49.00",
      "unit": "KM",
      "appliesTo": "PROJECT"
    },
    {
      "label": "Sheet number",
      "value": "2 OF 3",
      "unit": "",
      "appliesTo": "SHEET"
    }
  ],
  "notes": [
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER"
  ],
  "labels": [
    "DESIGN CONSULTANT:",
    "LEA ASSOCIATES SOUTH ASIA PVT. LTD.,",
    "B-1, E-27, IIND FLOOR, MOHAN COOPERATIVE",
    "INDUSTRIAL ESTATE, MATHURA ROAD,",
    "NEW DELHI-110044",
    "INDIA",
    "CLIENT:",
    "NATIONAL HIGHWAYS AUTHORITY OF INDIA",
    "(Ministry of Road Transport & Highways)",
    "Government of India",
    "DRAWING TITLE:",
    "GENERAL ARRANGEMENT DRAWING FOR MAJOR",
    "BRIDGE AT CH. 64+412",
    "DRG. NO.",
    "73580\\ALASA\\STR\\MJBR5\\GA-01",
    "REV.",
    "R0",
    "SCALE :-",
    "AS SHOWN",
    "PROJECT:",
    "DEVELOPMENT OF 6 LANE GREENFIELD ACCESS-CONTROLLED INDORE EASTERN BYPASS STARTING FROM DESIGN KM 64+000",
    "NEAR PIRKARADIYA VILLAGE AND ENDING AT DESIGN KM 113+000 NEAR SIMROL/DATODA VILLAGE (PACKAGE – 1) OF INDORE",
    "DISTRICT IN THE STATE OF MADHYA PRADESH ON EPC MODE. (LENGTH – 49.00 KM)",
    "DATE:",
    "DEC. 2025",
    "DRAWN :",
    "KUNAL",
    "DESIGNED",
    "VARUN SINGH",
    "CHECKED",
    "S.MANDAL",
    "APPROVED",
    "U. SEN",
    "(SHEET 2 OF 3)",
    "SHEET SIZE A2"
  ],
  "description": "This crop shows the drawing title block and associated project, consultant, client, drawing-number, revision, and approval information. It identifies the sheet as a general arrangement drawing for a major bridge at Ch. 64+412; no construction geometry or quantities are shown in this crop."
}

p02_r08 consultant client project drawing number info

done

structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r08_consultant_client_project_drawing_number_info

Title Block5 measurements · 1 note · 35 labels

This crop shows the drawing title block and associated project, consultant, client, drawing-number, revision, and approval information. It identifies the sheet as a general arrangement drawing for a major bridge at Ch. 64+412; no construction geometry or quantities are shown in this crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 5

MeasurementValueUnitApplies to
Bridge chainage64+412MAJOR BRIDGE
Design start chainage64+000KMPROJECT
Design end chainage113+000KMPROJECT
Project length49.00KMPROJECT
Sheet number2 OF 3SHEET

Labels

DESIGN CONSULTANT:LEA ASSOCIATES SOUTH ASIA PVT. LTD.,B-1, E-27, IIND FLOOR, MOHAN COOPERATIVEINDUSTRIAL ESTATE, MATHURA ROAD,NEW DELHI-110044INDIACLIENT:NATIONAL HIGHWAYS AUTHORITY OF INDIA(Ministry of Road Transport & Highways)Government of IndiaDRAWING TITLE:GENERAL ARRANGEMENT DRAWING FOR MAJORBRIDGE AT CH. 64+412DRG. NO.73580\ALASA\STR\MJBR5\GA-01REV.R0SCALE :-AS SHOWNPROJECT:DEVELOPMENT OF 6 LANE GREENFIELD ACCESS-CONTROLLED INDORE EASTERN BYPASS STARTING FROM DESIGN KM 64+000NEAR PIRKARADIYA VILLAGE AND ENDING AT DESIGN KM 113+000 NEAR SIMROL/DATODA VILLAGE (PACKAGE – 1) OF INDOREDISTRICT IN THE STATE OF MADHYA PRADESH ON EPC MODE. (LENGTH – 49.00 KM)DATE:DEC. 2025DRAWN :KUNALDESIGNEDVARUN SINGHCHECKEDS.MANDALAPPROVEDU. SEN(SHEET 2 OF 3)SHEET SIZE A2

Notes

  • READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER

openai/gpt-5.6-terra-pro · 10719 tokens · 15.3s

Page 38 crops · 8 read
item · 4347 × 1820

End Bent

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

End Bent

done

end_bent_p03_r01Substructurecross section

Section9 objects · 34 measurements · 7 notes · 8 labels

This crop shows a transverse section titled "SECTION AT ABUTMENT LOCATION AT A1 & A2" for two separated carriageways. It documents the deck, footpaths and RCC crash barriers above piled abutment foundations, with a cantilever median wall and PCC M-15 block between the carriageways.

Objects · 9

MarkObjectNo.ShapeMaterialNote
crash barrier2profiled barrierRCCShown at the outer edges of the two footpaths.
footpath2rectangular strip
WCwearing course2thin sloping layer50mm THK. (WC) is called out on both carriageways.
deck slab2sloping slabRCC cast in situOne deck slab is shown for each carriageway.
A1 & A2abutment2rectangular wallThe crop is titled as a section at abutment locations A1 and A2.
PCTL / PCBLpile cap2rectangularTop and bottom pile-cap levels are identified for A1 and A2 on both L/S and R/S.
pilecircular pile outlines in sectionMultiple piles are shown below each pile cap; the individual pile quantity is not unambiguously countable from this crop.
cantilever median wall1vertical rectangular wallLocated between the two carriageways.
PCC M-15plain cement concrete1rectangular hatched blockPCCShown below the cantilever median wall.

Measurements · 34

MeasurementValueUnitApplies to
ROW80000ROW
dimension40000left side of ROW
dimension40000right side of ROW
carriageway overall width16550LHS carriageway
carriageway overall width16550RHS carriageway
median width2900between carriageways
carriageway width13500LHS carriageway
carriageway width13500RHS carriageway
dimension450six edge/kerb dimensions shown
footpath width1500left footpath
footpath width1500right footpath
dimension100four locations shown
wearing course thickness50mmWC, both carriageways
deck slope2.5%RCC cast in situ deck, both carriageways
dimension750two locations shown above abutments
abutment end dimension1275four locations shown
abutment bay spacing3500eight locations shown
dimension1000four pile-layout spacings shown
vertical dimension4000both abutment walls
sealant gap20mmgap at cantilever median wall
pile-cap length16550both pile caps; dimensions shown at upper and lower pile-cap lines
pile spacing3750eight locations shown below pile caps
end pile spacing775four locations shown below pile caps
ACTL514.674A1 L/S
ACTL516.136A2 L/S
ACTL514.839A1 R/S
ACTL516.318A2 R/S
PCTL508.655A1 L/S and A1 R/S
PCTL511.391A2 L/S and A2 R/S
PCBL506.855A1 L/S and A1 R/S
PCBL509.591A2 L/S and A2 R/S
PILE TIP LVL.481.905A1 L/S and A1 R/S
PILE TIP LVL.484.641A2 L/S and A2 R/S
scale1:150section

Labels

80000 ROWC OF PROPOSED ROADC OF LHS (CARRIAGEWAY)C OF RHS (CARRIAGEWAY)FRLSECTION AT ABUTMENT LOCATION AT A1 & A2(SCALE 1:150)A

Notes

  • RCC CRASH BARRIER
  • 50mm THK. (WC)
  • RCC CAST IN SITU DECK
  • SLOPE 2.5%
  • 20mm GAP FILLED WITH POLYSULPHIDE SEALANT
  • CANTILEVER MEDIAN WALL
  • PCC M-15

openai/gpt-5.6-terra-pro · 34592 tokens · 57.9s

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Other P03 R03

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Original
Other P03 R03
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Dimension",
      "value": "3000",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, left occurrence 1"
    },
    {
      "label": "Dimension",
      "value": "3000",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, left occurrence 2"
    },
    {
      "label": "Dimension",
      "value": "3000",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, left occurrence 3"
    },
    {
      "label": "Dimension",
      "value": "3000",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, left occurrence 4"
    },
    {
      "label": "Dimension",
      "value": "3000",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, left occurrence 5"
    },
    {
      "label": "End dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, left end"
    },
    {
      "label": "Overall dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, left"
    },
    {
      "label": "End dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, right end"
    },
    {
      "label": "Dimension",
      "value": "3000",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, right occurrence 1"
    },
    {
      "label": "Dimension",
      "value": "3000",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, right occurrence 2"
    },
    {
      "label": "Dimension",
      "value": "3000",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, right occurrence 3"
    },
    {
      "label": "Dimension",
      "value": "3000",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, right occurrence 4"
    },
    {
      "label": "Dimension",
      "value": "3000",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, right occurrence 5"
    },
    {
      "label": "End dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, left end"
    },
    {
      "label": "Overall dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, right"
    },
    {
      "label": "End dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Partial dimension chain above title block, right end"
    },
    {
      "label": "Scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    },
    {
      "label": "Chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE"
    },
    {
      "label": "Design KM",
      "value": "64+000",
      "unit": "",
      "appliesTo": "PROJECT description"
    },
    {
      "label": "Design KM",
      "value": "113+000",
      "unit": "",
      "appliesTo": "PROJECT description"
    },
    {
      "label": "Length",
      "value": "49.00",
      "unit": "KM",
      "appliesTo": "PROJECT description"
    }
  ],
  "notes": [
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER"
  ],
  "labels": [
    "SECTION AT PIER LOCATION",
    "B",
    "DESIGN CONSULTANT:",
    "LEA ASSOCIATES SOUTH ASIA PVT. LTD.,",
    "B-1, E-27, IInd FLOOR, MOHAN COOPERATIVE",
    "INDUSTRIAL ESTATE, MATHURA ROAD,",
    "NEW DELHI-110044",
    "INDIA",
    "CLIENT:",
    "NATIONAL HIGHWAYS AUTHORITY OF INDIA",
    "(Ministry of Road Transport & Highways)",
    "Government of India",
    "PROJECT:",
    "DEVELOPMENT OF 6 LANE GREENFIELD ACCESS-CONTROLLED INDORE EASTERN BYPASS STARTING FROM DESIGN KM 64+000 NEAR PIRKARADIYA VILLAGE AND ENDING AT DESIGN KM 113+000 NEAR SIMROL/DATODA VILLAGE (PACKAGE – 1) OF INDORE DISTRICT IN THE STATE OF MADHYA PRADESH ON EPC MODE. (LENGTH – 49.00 KM)",
    "DRAWING TITLE:",
    "GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE AT CH. 64+412",
    "DRG. NO.",
    "73580A\\LASAI\\STR\\MJBR5\\GA-01",
    "REV.",
    "R0",
    "SCALE :-",
    "AS SHOWN",
    "DATE:",
    "DEC. 2025",
    "DRAWN : KUNAL",
    "DESIGNED",
    "VARUN SINGH",
    "CHECKED",
    "S.MANDAL",
    "APPROVED",
    "U. SEN",
    "(SHEET 3 OF 3)",
    "SHEET SIZE A2",
    "Mkd.",
    "DATE",
    "DESCRIPTION",
    "BY",
    "R E V I S I O N"
  ],
  "description": "This crop is principally the drawing title block and revision block for a general arrangement drawing for a major bridge at CH. 64+412. A partial fragment of the drawing above the title block shows the title “SECTION AT PIER LOCATION,” section mark B, scale, and two cropped dimension chains; no constructional elements are visible in the crop."
}

Other P03 R03

done

other_p03_r03

Title Block21 measurements · 1 note · 38 labels

This crop is principally the drawing title block and revision block for a general arrangement drawing for a major bridge at CH. 64+412. A partial fragment of the drawing above the title block shows the title “SECTION AT PIER LOCATION,” section mark B, scale, and two cropped dimension chains; no constructional elements are visible in the crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 21

MeasurementValueUnitApplies to
Dimension3000Partial dimension chain above title block, left occurrence 1
Dimension3000Partial dimension chain above title block, left occurrence 2
Dimension3000Partial dimension chain above title block, left occurrence 3
Dimension3000Partial dimension chain above title block, left occurrence 4
Dimension3000Partial dimension chain above title block, left occurrence 5
End dimension775Partial dimension chain above title block, left end
Overall dimension16550Partial dimension chain above title block, left
End dimension775Partial dimension chain above title block, right end
Dimension3000Partial dimension chain above title block, right occurrence 1
Dimension3000Partial dimension chain above title block, right occurrence 2
Dimension3000Partial dimension chain above title block, right occurrence 3
Dimension3000Partial dimension chain above title block, right occurrence 4
Dimension3000Partial dimension chain above title block, right occurrence 5
End dimension775Partial dimension chain above title block, left end
Overall dimension16550Partial dimension chain above title block, right
End dimension775Partial dimension chain above title block, right end
Scale1:150SECTION AT PIER LOCATION
Chainage64+412GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE
Design KM64+000PROJECT description
Design KM113+000PROJECT description
Length49.00KMPROJECT description

Labels

SECTION AT PIER LOCATIONBDESIGN CONSULTANT:LEA ASSOCIATES SOUTH ASIA PVT. LTD.,B-1, E-27, IInd FLOOR, MOHAN COOPERATIVEINDUSTRIAL ESTATE, MATHURA ROAD,NEW DELHI-110044INDIACLIENT:NATIONAL HIGHWAYS AUTHORITY OF INDIA(Ministry of Road Transport & Highways)Government of IndiaPROJECT:DEVELOPMENT OF 6 LANE GREENFIELD ACCESS-CONTROLLED INDORE EASTERN BYPASS STARTING FROM DESIGN KM 64+000 NEAR PIRKARADIYA VILLAGE AND ENDING AT DESIGN KM 113+000 NEAR SIMROL/DATODA VILLAGE (PACKAGE – 1) OF INDORE DISTRICT IN THE STATE OF MADHYA PRADESH ON EPC MODE. (LENGTH – 49.00 KM)DRAWING TITLE:GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE AT CH. 64+412DRG. NO.73580A\LASAI\STR\MJBR5\GA-01REV.R0SCALE :-AS SHOWNDATE:DEC. 2025DRAWN : KUNALDESIGNEDVARUN SINGHCHECKEDS.MANDALAPPROVEDU. SEN(SHEET 3 OF 3)SHEET SIZE A2Mkd.DATEDESCRIPTIONBYR E V I S I O N

Notes

  • READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER

openai/gpt-5.6-terra-pro · 16549 tokens · 39.2s

item · 5588 × 502

Other P03 R04

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Original
Other P03 R04
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Bridge chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "MAJOR BRIDGE"
    },
    {
      "label": "Starting design chainage",
      "value": "64+000",
      "unit": "KM",
      "appliesTo": "PROJECT"
    },
    {
      "label": "Ending design chainage",
      "value": "113+000",
      "unit": "KM",
      "appliesTo": "PROJECT"
    },
    {
      "label": "Project length",
      "value": "49.00",
      "unit": "KM",
      "appliesTo": "PROJECT"
    }
  ],
  "notes": [],
  "labels": [
    "REVISIONS",
    "MKD.",
    "DATE",
    "DESCRIPTION",
    "BY",
    "DESIGN CONSULTANT:",
    "LEA ASSOCIATES SOUTH ASIA PVT. LTD.,",
    "B-1, E-27, IInd FLOOR, MOHAN COOPERATIVE",
    "INDUSTRIAL ESTATE, MATHURA ROAD,",
    "NEW DELHI-110044",
    "INDIA",
    "CLIENT:",
    "NATIONAL HIGHWAYS AUTHORITY OF INDIA",
    "(Ministry of Road Transport & Highways)",
    "Government of India",
    "DRAWING TITLE:",
    "GENERAL ARRANGEMENT DRAWING FOR MAJOR",
    "BRIDGE AT CH. 64+412",
    "PROJECT:",
    "DEVELOPMENT OF 6 LANE GREENFIELD ACCESS-CONTROLLED INDORE EASTERN BYPASS STARTING FROM DESIGN KM 64+000",
    "NEAR PIRKARDIYA VILLAGE AND ENDING AT DESIGN KM 113+000 NEAR SIMROL/DATODA VILLAGE (PACKAGE – 1) OF INDORE",
    "DISTRICT IN THE STATE OF MADYA PRADESH ON EPC MODE. (LENGTH – 49.00 KM)",
    "DRG. NO.",
    "73580A\\LASA\\STR\\MJBR5\\GA-01",
    "REV.",
    "R0",
    "SCALE :-",
    "AS SHOWN",
    "DATE:",
    "DEC. 2025",
    "DRAWN :",
    "KUNAL",
    "DESIGNED",
    "VARUN SINGH",
    "CHECKED",
    "S. MANDAL",
    "APPROVED",
    "U. SEN",
    "(SHEET 3 OF 3)",
    "SHEET SIZE A2"
  ],
  "description": "This crop is the title block and revision block for a general arrangement drawing. It identifies a major bridge at Ch. 64+412 within the Indore Eastern Bypass project and provides drawing administration information; no physical bridge elements are depicted in this crop."
}

Other P03 R04

done

other_p03_r04

Title Block4 measurements · 40 labels

This crop is the title block and revision block for a general arrangement drawing. It identifies a major bridge at Ch. 64+412 within the Indore Eastern Bypass project and provides drawing administration information; no physical bridge elements are depicted in this crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 4

MeasurementValueUnitApplies to
Bridge chainage64+412MAJOR BRIDGE
Starting design chainage64+000KMPROJECT
Ending design chainage113+000KMPROJECT
Project length49.00KMPROJECT

Labels

REVISIONSMKD.DATEDESCRIPTIONBYDESIGN CONSULTANT:LEA ASSOCIATES SOUTH ASIA PVT. LTD.,B-1, E-27, IInd FLOOR, MOHAN COOPERATIVEINDUSTRIAL ESTATE, MATHURA ROAD,NEW DELHI-110044INDIACLIENT:NATIONAL HIGHWAYS AUTHORITY OF INDIA(Ministry of Road Transport & Highways)Government of IndiaDRAWING TITLE:GENERAL ARRANGEMENT DRAWING FOR MAJORBRIDGE AT CH. 64+412PROJECT:DEVELOPMENT OF 6 LANE GREENFIELD ACCESS-CONTROLLED INDORE EASTERN BYPASS STARTING FROM DESIGN KM 64+000NEAR PIRKARDIYA VILLAGE AND ENDING AT DESIGN KM 113+000 NEAR SIMROL/DATODA VILLAGE (PACKAGE – 1) OF INDOREDISTRICT IN THE STATE OF MADYA PRADESH ON EPC MODE. (LENGTH – 49.00 KM)DRG. NO.73580A\LASA\STR\MJBR5\GA-01REV.R0SCALE :-AS SHOWNDATE:DEC. 2025DRAWN :KUNALDESIGNEDVARUN SINGHCHECKEDS. MANDALAPPROVEDU. SEN(SHEET 3 OF 3)SHEET SIZE A2

openai/gpt-5.6-terra-pro · 11342 tokens · 17.6s

item · 3539 × 1647

Pier

page 3 · pier_p03_r02
Original
Pier
{
  "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."
}

Pier

done

pier_p03_r02Substructurecross section

Cross Section10 objects · 25 measurements · 4 notes · 15 labels

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.

Objects · 10

MarkObjectNo.ShapeMaterialNote
RCC crash barrier2profiled barrierRCCOne at each outer edge of the two shown carriageways.
Footpath2rectangular stripShown adjacent to the outer crash barriers.
Wearing course2thin layered stripWCCalled out as 50mm THK. (WC).
Cast-in-situ deck2sloping slabRCC cast in situOne deck slab is shown for each carriageway.
Girder10I-girder / flanged beam profileFive supporting members are visible below each deck slab.
Bearing10rectangularSmall bearing-like rectangular elements are shown between the girders and pier caps.
Pier cap2stepped rectangular cap with sloping topOne cap supports each carriageway.
Pier column6rectangularThree vertical columns are shown below each pier cap.
Pile cap2rectangularDashed outline below the pier columns.
P1Piledashed vertical pile symbolPile symbols are shown below both pile caps; individual pile count is unclear in this crop.

Measurements · 25

MeasurementValueUnitApplies to
overall carriageway width16550each shown carriageway
proposed-road centreline spacing2900C OF PROPOSED ROAD
carriageway width13500each CARRIAGEWAY
edge width450deck edge / outer strip
footpath width1500FOOTPATH
edge dimension100deck edge / footpath area
wearing-course thickness50mmWC
deck slope2.5%RCC CAST IN SITU DECK
girder spacing750girder layout
end bay dimension1275pier cap; marked (SQ)
intermediate bay dimension3500pier cap; marked (SQ)
pier-cap overall width16550each pier cap
pier-column spacing4500pier columns
pier-column width / spacing dimension1000pier columns
pile spacing3000pile layout
pile-cap end offset775pile-cap / pile layout
PCTL elevation515.384PCTL P1 L/S
PCTL elevation515.567PCTL A2 R/S
PCTL elevation503.316PCTL P1 L/S
PCTL elevation503.316PCTL P1 R/S
PCBL elevation501.516PCBL P1 L/S
PCBL elevation501.516PCBL P1 R/S
pile tip level476.566PILE TIP LVL. P1 L/S
pile tip level476.566PILE TIP LVL. P1 R/S
scale1:150SECTION AT PIER LOCATION

Labels

C OF PROPOSED ROADC OF LHS (CARRIAGEWAY)C OF RHS (CARRIAGEWAY)FRLPCTL P1 L/S 515.384PCTL A2 R/S 515.567PCTL P1 L/S 503.316PCTL P1 R/S 503.316PCBL P1 L/S 501.516PCBL P1 R/S 501.516PILE TIP LVL. P1 L/S 476.566PILE TIP LVL. P1 R/S 476.566SECTION AT PIER LOCATION(SCALE 1:150)B

Notes

  • RCC CRASH BARRIER
  • 50mm THK. (WC)
  • RCC CAST IN SITU DECK
  • SLOPE 2.5%

openai/gpt-5.6-terra-pro · 31039 tokens · 48.7s

crop · 4300 × 1787

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

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

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

done

structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p03_r01_cross_section_of_deck_and_pile_group_at_abutments_a1_a2

Cross Section11 objects · 74 measurements · 7 notes · 7 labels

This crop is a transverse section titled "SECTION AT ABUTMENT LOCATION AT A1 & A2." It shows two RCC cast-in-situ roadway decks and footpaths separated by a cantilever median wall, with outside crash barriers and approach embankments. Below the deck level, two abutment/pile-cap arrangements and their visible pile groups are shown, together with level callouts for A1 and A2 on the left and right sides.

Objects · 11

MarkObjectNo.ShapeMaterialNote
roadway deck2sloping slabRCC cast in situOne deck slab is shown for each carriageway.
crash barrier2upstand barrierRCCLocated at the outside edge of each footpath.
footpath2rectangular strip
cantilever median wall1rectangular wallLocated between the two carriageways.
A1 & A2abutment wall2rectangularLarge dotted wall bodies are shown below the deck at the left-side and right-side structures.
A1 L/S, A2 L/S, A1 R/S, A2 R/Spile cap2rectangularDashed pile caps are shown beneath the abutment walls.
A1 L/S, A2 L/S, A1 R/S, A2 R/Spile10vertical with enlarged base detailFive piles are visible beneath each pile cap.
M-15PCC bedding/base1rectangularPCCShown below the cantilever median wall.
embankment2slopingSloping approach embankments are shown at both outside ends.
stone pitching / rock protection2irregularstoneIrregular stone-pattern protection is shown on both embankment slopes.
deck support members10rectangularUnlabelled vertical members are shown between the deck and abutment wall/pile-cap region, five per carriageway.

Measurements · 74

MeasurementValueUnitApplies to
ROW80000overall right of way
ROW half width40000left side of proposed road centreline
ROW half width40000right side of proposed road centreline
median width2900between carriageways at C OF PROPOSED ROAD
deck / carriageway overall width16550left carriageway structure
carriageway width13500left carriageway
deck / carriageway overall width16550right carriageway structure
carriageway width13500right carriageway
edge width450left outside deck edge
edge width450left inside deck edge
edge width450right inside deck edge
edge width450right outside deck edge
footpath width1500left footpath
footpath width1500right footpath
dimension100left outside deck/footpath detail
dimension100left inside deck/median detail
dimension100right inside deck/median detail
dimension100right outside deck/footpath detail
wearing course thickness50mmleft deck
deck slope2.5%left RCC cast in situ deck
wearing course thickness50mmright deck
deck slope2.5%right RCC cast in situ deck
dimension750left deck support spacing/detail
dimension750right deck support spacing/detail
end width1275left carriageway, outside end
spacing3500left carriageway
spacing3500left carriageway
spacing3500left carriageway
spacing3500left carriageway
end width1275left carriageway, median end
end width1275right carriageway, median end
spacing3500right carriageway
spacing3500right carriageway
spacing3500right carriageway
spacing3500right carriageway
end width1275right carriageway, outside end
dimension1000left abutment wall reinforcement/grid detail
dimension1000left abutment wall reinforcement/grid detail
dimension1000right abutment wall reinforcement/grid detail
dimension1000right abutment wall reinforcement/grid detail
gap20mmbetween structures at cantilever median wall
vertical dimension1000left outside abutment end
vertical dimension1000right outside abutment end
abutment / pile-cap width16550left-side structure
abutment / pile-cap width16550right-side structure
pile spacing3750left-side pile group
pile spacing3750left-side pile group
pile spacing3750left-side pile group
pile spacing3750left-side pile group
pile spacing3750right-side pile group
pile spacing3750right-side pile group
pile spacing3750right-side pile group
pile spacing3750right-side pile group
end offset775left-side pile group
end offset775left-side pile group
end offset775right-side pile group
end offset775right-side pile group
ACTL A1 L/S514.674left side
ACTL A2 L/S516.136left side
ACTL A1 R/S514.839right side
ACTL A2 R/S516.318right side
PCTL A1 L/S508.655left-side pile cap
PCTL A2 L/S511.391left-side pile cap
PCBL A1 L/S506.855left-side pile cap
PCBL A2 L/S509.591left-side pile cap
PCTL A1 R/S508.655right-side pile cap
PCTL A2 R/S511.391right-side pile cap
PCBL A1 R/S506.855right-side pile cap
PCBL A2 R/S509.591right-side pile cap
PILE TIP LVL. A1 L/S481.905left-side pile group
PILE TIP LVL. A2 L/S484.641left-side pile group
PILE TIP LVL. A1 R/S481.905right-side pile group
PILE TIP LVL. A2 R/S484.641right-side pile group
scale1:150section

Labels

C OF PROPOSED ROADC OF LHS (CARRIAGEWAY)C OF RHS (CARRIAGEWAY)FRLSECTION AT ABUTMENT LOCATION AT A1 & A2(SCALE 1:150)A

Notes

  • RCC CRASH BARRIER
  • RCC CAST IN SITU DECK
  • 50mm THK. (WC)
  • SLOPE 2.5%
  • 20mm GAP FILLED WITH POLYSULPHIDE SEALANT
  • CANTILEVER MEDIAN WALL
  • PCC M-15

openai/gpt-5.6-terra-pro · 31221 tokens · 58.1s

crop · 3492 × 1615

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 p1

done

structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p03_r02_cross_section_of_deck_and_pile_group_at_pier_p1

Cross Section10 objects · 46 measurements · 5 notes · 7 labels

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.

Objects · 10

MarkObjectNo.ShapeMaterialNote
cast-in-situ deck slab2sloping slabRCC cast in situOne deck slab is shown for each carriageway.
wearing course2sloping layerWCShown over the deck slabs.
RCC crash barrier2upstand barrierRCCShown at the outer edges of the two carriageways.
footpath2rectangular stripOne footpath is shown at each outer edge.
longitudinal girder12rectangular webSix girder webs are visible beneath each deck slab.
bearing12rectangularSmall bearing blocks are shown between the girders and pier caps.
P1pier cap2stepped, variable-depth rectangular capSeparate caps are shown below the left-side and right-side carriageways.
P1pier column6rectangularThree columns are visible below each pier cap.
P1pile cap2rectangularDashed pile caps are shown below ground level.
P1pile24circularDashed pile outlines are shown in paired groups below each pile cap.

Measurements · 46

MeasurementValueUnitApplies to
overall width16550left-side carriageway / pier cap / pile cap layout
centre separation2900between carriageways at C OF PROPOSED ROAD
overall width16550right-side carriageway / pier cap / pile cap layout
edge width450left outer deck edge
footpath width1500left footpath
offset100left footpath/edge detail
carriageway width13500LHS carriageway
edge width450left inner deck edge
offset100left inner deck edge
edge width450right inner deck edge
offset100right inner deck edge
carriageway width13500RHS carriageway
edge width450right outer deck edge
footpath width1500right footpath
offset100right footpath/edge detail
wearing course thickness50mmWC on left deck
deck slope2.5%left RCC cast in situ deck
wearing course thickness50mmWC on right deck
deck slope2.5%right RCC cast in situ deck
girder spacing750left deck girders
girder spacing750right deck girders
pier cap end bay1275left pier cap
pier cap bays3500left pier cap
pier cap overall width16550left pier cap
pier column spacing4500left pier columns
pier column dimension1000left pier columns
pier cap end bay1275right pier cap
pier cap bays3500right pier cap
pier cap overall width16550right pier cap
pier column spacing4500right pier columns
pier column dimension1000right pier columns
PCTL P1 L/S515.384left-side level
PCTL A2 R/S515.567right-side level
PCTL P1 L/S503.316left-side level
PCTL P1 R/S503.316right-side level
PCBL P1 L/S501.516left pile cap level
PCBL P1 R/S501.516right pile cap level
PILE TIP LVL. P1 L/S476.566left piles
PILE TIP LVL. P1 R/S476.566right piles
pile spacing3000left pile layout
pile cap end offset775left pile cap layout
pile cap overall width16550left pile cap
pile spacing3000right pile layout
pile cap end offset775right pile cap layout
pile cap overall width16550right pile cap
scale1:150SECTION AT PIER LOCATION

Labels

C OF PROPOSED ROADC OF LHS (CARRIAGEWAY)C OF RHS (CARRIAGEWAY)FRLSECTION AT PIER LOCATION(SCALE 1:150)B

Notes

  • RCC CRASH BARRIER
  • FOOTPATH
  • 50mm THK. (WC)
  • RCC CAST IN SITU DECK
  • SLOPE 2.5%

openai/gpt-5.6-terra-pro · 30708 tokens · 64.4s

crop · 5572 × 756

p03_r03 project title block with consultant client info and notes

page 3 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p03_r03_project_title_block_with_consultant_client_info_and_notes
Original
p03_r03 project title block with consultant client info and notes
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Top partial dimension string, left group",
      "value": "3000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Top partial dimension string, left group",
      "value": "3000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Top partial dimension string, left group",
      "value": "3000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Top partial dimension string, left group",
      "value": "3000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Top partial dimension string, left group",
      "value": "3000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Overall top partial dimension, left group",
      "value": "16550",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Top partial dimension string, left group",
      "value": "775",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Top partial dimension string, left group",
      "value": "775",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Top partial dimension string, right group",
      "value": "3000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Top partial dimension string, right group",
      "value": "3000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Top partial dimension string, right group",
      "value": "3000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Top partial dimension string, right group",
      "value": "3000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Top partial dimension string, right group",
      "value": "3000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Overall top partial dimension, right group",
      "value": "16550",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Top partial dimension string, right group",
      "value": "775",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Top partial dimension string, right group",
      "value": "775",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Section scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    },
    {
      "label": "Bridge chainage",
      "value": "CH. 64+412",
      "unit": "",
      "appliesTo": "GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE"
    },
    {
      "label": "Project starting design kilometre",
      "value": "KM 64+000",
      "unit": "",
      "appliesTo": "PROJECT"
    },
    {
      "label": "Project ending design kilometre",
      "value": "KM 113+000",
      "unit": "",
      "appliesTo": "PROJECT"
    },
    {
      "label": "Project length",
      "value": "49.00",
      "unit": "KM",
      "appliesTo": "PROJECT"
    }
  ],
  "notes": [
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER"
  ],
  "labels": [
    "SECTION AT PIER LOCATION",
    "B",
    "DESIGN CONSULTANT:",
    "LEA ASSOCIATES SOUTH ASIA PVT. LTD.,",
    "B-1, E-27, IInd FLOOR, MOHAN COOPERATIVE INDUSTRIAL ESTATE, MATHURA ROAD, NEW DELHI-110044 INDIA",
    "CLIENT:",
    "NATIONAL HIGHWAYS AUTHORITY OF INDIA",
    "(Ministry of Road Transport & Highways)",
    "Government of India",
    "DRAWING TITLE:",
    "GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE AT CH. 64+412",
    "PROJECT:",
    "DEVELOPMENT OF 6 LANE GREENFIELD ACCESS-CONTROLLED INDORE EASTERN BYPASS STARTING FROM DESIGN KM 64+000 NEAR PIRKARADIYA VILLAGE AND ENDING AT DESIGN KM 113+000 NEAR SIMROL/DATODA VILLAGE (PACKAGE – 1) OF INDORE DISTRICT IN THE STATE OF MADYA PRADESH ON EPC MODE. (LENGTH – 49.00 KM)",
    "DRG. NO.",
    "73580A\\LASA\\STR\\MJBR5\\GA-01",
    "REV.",
    "R0",
    "SCALE :-",
    "AS SHOWN",
    "DATE:",
    "DEC. 2025",
    "DRAWN :",
    "KUNAL",
    "DESIGNED",
    "VARUN SINGH",
    "CHECKED",
    "S. MANDAL",
    "APPROVED",
    "U. SEN",
    "SHEET 3 OF 3",
    "SHEET SIZE A2",
    "REVISIONS",
    "MKD.",
    "DATE",
    "DESCRIPTION",
    "BY"
  ],
  "description": "This crop is primarily the drawing title block and revision table for a general arrangement drawing of a major bridge at CH. 64+412. The upper portion includes only a partial, cropped section heading, \"SECTION AT PIER LOCATION,\" with dimension strings; no pier or other construction element is visible in this crop."
}

p03_r03 project title block with consultant client info and notes

done

structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p03_r03_project_title_block_with_consultant_client_info_and_notes

Title Block21 measurements · 1 note · 36 labels

This crop is primarily the drawing title block and revision table for a general arrangement drawing of a major bridge at CH. 64+412. The upper portion includes only a partial, cropped section heading, "SECTION AT PIER LOCATION," with dimension strings; no pier or other construction element is visible in this crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 21

MeasurementValueUnitApplies to
Top partial dimension string, left group3000
Top partial dimension string, left group3000
Top partial dimension string, left group3000
Top partial dimension string, left group3000
Top partial dimension string, left group3000
Overall top partial dimension, left group16550
Top partial dimension string, left group775
Top partial dimension string, left group775
Top partial dimension string, right group3000
Top partial dimension string, right group3000
Top partial dimension string, right group3000
Top partial dimension string, right group3000
Top partial dimension string, right group3000
Overall top partial dimension, right group16550
Top partial dimension string, right group775
Top partial dimension string, right group775
Section scale1:150SECTION AT PIER LOCATION
Bridge chainageCH. 64+412GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE
Project starting design kilometreKM 64+000PROJECT
Project ending design kilometreKM 113+000PROJECT
Project length49.00KMPROJECT

Labels

SECTION AT PIER LOCATIONBDESIGN CONSULTANT:LEA ASSOCIATES SOUTH ASIA PVT. LTD.,B-1, E-27, IInd FLOOR, MOHAN COOPERATIVE INDUSTRIAL ESTATE, MATHURA ROAD, NEW DELHI-110044 INDIACLIENT:NATIONAL HIGHWAYS AUTHORITY OF INDIA(Ministry of Road Transport & Highways)Government of IndiaDRAWING TITLE:GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE AT CH. 64+412PROJECT:DEVELOPMENT OF 6 LANE GREENFIELD ACCESS-CONTROLLED INDORE EASTERN BYPASS STARTING FROM DESIGN KM 64+000 NEAR PIRKARADIYA VILLAGE AND ENDING AT DESIGN KM 113+000 NEAR SIMROL/DATODA VILLAGE (PACKAGE – 1) OF INDORE DISTRICT IN THE STATE OF MADYA PRADESH ON EPC MODE. (LENGTH – 49.00 KM)DRG. NO.73580A\LASA\STR\MJBR5\GA-01REV.R0SCALE :-AS SHOWNDATE:DEC. 2025DRAWN :KUNALDESIGNEDVARUN SINGHCHECKEDS. MANDALAPPROVEDU. SENSHEET 3 OF 3SHEET SIZE A2REVISIONSMKD.DATEDESCRIPTIONBY

Notes

  • READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER

openai/gpt-5.6-terra-pro · 13465 tokens · 25.9s

crop · 5542 × 469

p03_r04 general arrangement drawing for major bridge at ch 64 412

page 3 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p03_r04_general_arrangement_drawing_for_major_bridge_at_ch_64_412
Original
p03_r04 general arrangement drawing for major bridge at ch 64 412
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Bridge chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "MAJOR BRIDGE"
    },
    {
      "label": "Design start chainage",
      "value": "64+000",
      "unit": "KM",
      "appliesTo": "PROJECT"
    },
    {
      "label": "Design end chainage",
      "value": "113+000",
      "unit": "KM",
      "appliesTo": "PROJECT"
    },
    {
      "label": "Project length",
      "value": "49.00",
      "unit": "KM",
      "appliesTo": "PROJECT"
    }
  ],
  "notes": [],
  "labels": [
    "DESIGN CONSULTANT:",
    "LEA ASSOCIATES SOUTH ASIA PVT. LTD.,",
    "B-1, E-27, IInd FLOOR, MOHAN COOPERATIVE",
    "INDUSTRIAL ESTATE, MATHURA ROAD,",
    "NEW DELHI-110044",
    "INDIA",
    "CLIENT:",
    "NATIONAL HIGHWAYS AUTHORITY OF INDIA",
    "(Ministry of Road Transport & Highways)",
    "Government of India",
    "DRAWING TITLE:",
    "GENERAL ARRANGEMENT DRAWING FOR MAJOR",
    "BRIDGE AT CH. 64+412",
    "DRG. NO.",
    "73580A\\LASA\\STR\\MJBR5\\GA-01",
    "REV.",
    "R0",
    "SCALE :-",
    "AS SHOWN",
    "PROJECT:",
    "DEVELOPMENT OF 6 LANE GREENFIELD ACCESS-CONTROLLED INDORE EASTERN BYPASS STARTING FROM DESIGN KM 64+000",
    "NEAR PIRKARADIYA VILLAGE AND ENDING AT DESIGN KM 113+000 NEAR SIMROL/DATODA VILLAGE (PACKAGE – 1) OF INDORE",
    "DISTRICT IN THE STATE OF MADHYA PRADESH ON EPC MODE. (LENGTH – 49.00 KM)",
    "DATE:",
    "DEC. 2025",
    "DRAWN :",
    "KUNAL",
    "DESIGNED",
    "VARUN SINGH",
    "CHECKED",
    "S.MANDAL",
    "APPROVED",
    "U. SEN",
    "SHEET 3 OF 3",
    "SHEET SIZE A2",
    "MKD.",
    "DATE",
    "DESCRIPTION",
    "BY",
    "R E V I S I O N S"
  ],
  "description": "This crop is a drawing title block for the General Arrangement Drawing for a major bridge at CH. 64+412. It documents project, consultant, client, drawing number, revision, scale, date, personnel, and sheet information; no constructional elements are shown in this crop."
}

p03_r04 general arrangement drawing for major bridge at ch 64 412

done

structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p03_r04_general_arrangement_drawing_for_major_bridge_at_ch_64_412

Title Block4 measurements · 40 labels

This crop is a drawing title block for the General Arrangement Drawing for a major bridge at CH. 64+412. It documents project, consultant, client, drawing number, revision, scale, date, personnel, and sheet information; no constructional elements are shown in this crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 4

MeasurementValueUnitApplies to
Bridge chainage64+412MAJOR BRIDGE
Design start chainage64+000KMPROJECT
Design end chainage113+000KMPROJECT
Project length49.00KMPROJECT

Labels

DESIGN CONSULTANT:LEA ASSOCIATES SOUTH ASIA PVT. LTD.,B-1, E-27, IInd FLOOR, MOHAN COOPERATIVEINDUSTRIAL ESTATE, MATHURA ROAD,NEW DELHI-110044INDIACLIENT:NATIONAL HIGHWAYS AUTHORITY OF INDIA(Ministry of Road Transport & Highways)Government of IndiaDRAWING TITLE:GENERAL ARRANGEMENT DRAWING FOR MAJORBRIDGE AT CH. 64+412DRG. NO.73580A\LASA\STR\MJBR5\GA-01REV.R0SCALE :-AS SHOWNPROJECT:DEVELOPMENT OF 6 LANE GREENFIELD ACCESS-CONTROLLED INDORE EASTERN BYPASS STARTING FROM DESIGN KM 64+000NEAR PIRKARADIYA VILLAGE AND ENDING AT DESIGN KM 113+000 NEAR SIMROL/DATODA VILLAGE (PACKAGE – 1) OF INDOREDISTRICT IN THE STATE OF MADHYA PRADESH ON EPC MODE. (LENGTH – 49.00 KM)DATE:DEC. 2025DRAWN :KUNALDESIGNEDVARUN SINGHCHECKEDS.MANDALAPPROVEDU. SENSHEET 3 OF 3SHEET SIZE A2MKD.DATEDESCRIPTIONBYR E V I S I O N S

openai/gpt-5.6-terra-pro · 10475 tokens · 11.7s

2Map the items41 items · 180 readings · 16 on more than one pageconfigured openai/gpt-5.6-terra-pro · about 8¢ at the last run’s size · default

One set of distinct items across every page. The same bent read as “BENT”, “Interior bent” and “Bent No. 2” is one item here, carrying every page and crop it was seen in. One model call over all of step 1’s readings; the page mapping is resolved from its grouping rather than retyped by it.

41 items from 180 readings · 41 new.

41items180readings16on 2+ pages20,847tokens in9,652tokens out
Bored Cast-In-Situ Pilefoundation×96 · circular · cast-in-situ concretep1, p2, p315 crops
Bored Cast-In-Situ Pile

also calledPilefoundation pilesRCC cast in situ pilepile foundationworking pilePile foundationbored cast-in-situ pilespile

marksP1A1 L/S, A2 L/S, A1 R/S, A2 R/S

RCC Crash Barrierrailing×16 · linear · RCCp1, p2, p312 crops
RCC Crash Barrier

also calledcrash barrierCrash barrier

Deck Slabdeck×15 · skewed rectangular · RCC cast in situp1, p2, p311 crops
Deck Slab

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

Pile Capfoundation×18 · rectangular · reinforced concretep1, p2, p311 crops
Pile Cap

also calledFoundation pile cap / strip capRCC pilecappilecap

marksP1PCTL / PCBLA1 L/S, A2 L/S, A1 R/S, A2 R/S

Precast PSC Girdersuperstructure×35 · rectangular · precast PSCp2, p311 crops
Precast PSC Girder

also calledBridge girderPSC precast girderprecast PSC girder at mid sectionprecast PSC girder at support sectionGirderlongitudinal girder

POT-PTFE Bearingsuperstructure×36 · rectangular · PTFEp2, p39 crops
POT-PTFE Bearing

also calledBearingbearing

marksFRFX

Abutmentsubstructure×10 · rectangularp2, p37 crops
Abutment

also calledWall type abutmentwall type abutmentabutment wall

marksA2A1A1 & A2

Piersubstructure×17 · rectangular column · reinforced concretep2, p38 crops
Pier

also calledRCC column piercolumn pierPier sectionPier columnpier column

marksP1

Retaining Wallsubstructure×10 · rectangularp1, p27 crops
Retaining Wall

also calledIndependent retaining wallretaining/toe wallRetaining/toe wallindependent retaining wall

Strip Seal Expansion Jointdeck×6 · linearp1, p27 crops
Strip Seal Expansion Joint

also calledExpansion jointexpansion jointstrip seal type expansion jointStrip seal type expansion joint

marksA1

Approach Slabdeck×10 · skewed rectangular · concretep1, p26 crops
Approach Slab
Stone Pitchingearthwork×8 · irregular pitched surface · stonep2, p35 crops
Stone Pitching

also calledstone pitching / rock protection

Wearing Coursepavement×6 · layer · bituminous concretep2, p35 crops
Wearing Course

also calledbituminous concreteBituminous concrete

marksWC

Cantilever Median Wallancillary×3 · linear rectangular wall · PCC M15p1, p34 crops
Cantilever Median Wall

also calledmedian wallMedian wall

Pier Capsubstructure×5 · rectangular · reinforced concretep2, p34 crops
Pier Cap

also calledpiercap

marksP1

Embankmentearthwork×3 · slopingp2, p32 crops
Embankment
Filter Mediadrainage×6 · irregular zonep24 crops
Filter Media
Footpathpavement×8 · rectangular stripp34 crops
Footpath
PCC Levelling Coursefoundation×4 · horizontal layer · PCCp24 crops
PCC Levelling Course

also calledlevelling courseLevelling course

RCC Seismic Stoppersuperstructure×4 · rectangular · reinforced concretep24 crops
RCC Seismic Stopper

also calledSeismic stopper

Reinforcing Steelmaterial×2 · bar · high yield strength deformed (TMT) steelp23 crops
Reinforcing Steel

also calledreinforcement bar

marks12

Deck Continuity Diaphragmdeck×3 · rectangular joint/diaphragmp23 crops
Deck Continuity Diaphragm

also calledDeck continuitydeck continuitydeck slab / deck continuity

Bearing Pedestalsubstructureconcretep22 crops
Bearing Pedestal
Dirt Wall And Slabancillaryslab · concretep22 crops
Dirt Wall And Slab

also calleddirt wall & slab

Drainage Spoutdrainagep22 crops
Drainage Spout
End Cross Girdersuperstructurereinforced concretep22 crops
End Cross Girder

also calledR.C.C. end cross girder

Intermediate Cross Girdersuperstructurereinforced concretep22 crops
Intermediate Cross Girder

also calledR.C.C. intermediate cross girder

Proposed Bridge Structureother×2 · rectangular plan footprint, skewedp12 crops
Proposed Bridge Structure

also calledproposed structure

marksMJB

Roadwaypavement×2 · linear divided carriagewayp12 crops
Roadway
Selected Earth Fillearthworkselected earth fillp22 crops
Selected Earth Fill

also calledBack filling material

Abutment And Piersubstructureconcretep21 crop
Abutment And Pier

also calledabutment & pier

Borehole Locationother×1 · circular target symbolp11 crop
Borehole Location
Deck Support Memberssuperstructure×10 · rectangularp31 crop
Deck Support Members
Earthen Draindrainage×1 · linear channel · earthp11 crop
Earthen Drain
  • p1p01_r01“earthen drain” · ×1
Gap Slabdeckp21 crop
Gap Slab
Launching Apronearthwork×2 · sloping and horizontal apronp21 crop
Launching Apron
  • p2p02_r01“Launching apron” · ×2
PCC Bedding/Basefoundation×1 · rectangular · PCCp31 crop
PCC Bedding/Base

marksM-15

Plain Cement Concretematerial×1 · rectangular hatched block · PCCp31 crop
Plain Cement Concrete

marksPCC M-15

  • p3p03_r01“plain cement concrete” · PCC M-15 · ×1
Reinforced Earth Wallsubstructurep21 crop
Reinforced Earth Wall

also calledRE wall

Support Locationother×1 · circular tagp11 crop
Support Location

marksP1

Wingwallsubstructure×1 · sloping retaining wallp21 crop
Wingwall
3Match the ontology35 of 41 matched · 3 to check · 6 unmatchedconfigured openai/gpt-5.6-terra-pro · about $2.25 for a full pass · default

Every item from step 2 compared against the project’s engineering ontology, and then, for each one that lands in a class, a take-off of what that class asks for. The class list goes up as a closed vocabulary, so regional wording resolves without a synonym table — BENT to a pier system, PSC BEAM to a prestressed girder. Any class id that is not in the ontology is rejected rather than stored. The take-off reads every crop behind an item, derives what the drawings imply, shows its arithmetic, and says plainly when a number is not there. Matching against bridge v1.0.0, 133 classes.

85% of items placed. The 6 below fit no class — add one to the ontology and match again.

32matched3to check6unmatched85% covered61values78gaps1,669,857tokens in96,935tokens out

⚠ 6 items the bridge ontology has no class forAdd a class

  • Borehole Locationp1 · 1 crop · ×1The ontology would need a borehole or geotechnical investigation location class.
  • Deck Support Membersp3 · 1 crop · ×10The ontology would need a specific deck support member class because the member type is not identified.
  • Earthen Drainp1 · 1 crop · ×1The ontology would need an open earthen drain or ditch class.
  • Gap Slabp2 · 1 cropThe ontology would need a gap slab class or further detail identifying its structural function.
  • Launching Apronp2 · 1 crop · ×2The ontology would need a launching apron class for this construction-related earthwork feature.
  • Plain Cement Concretep3 · 1 crop · ×1The ontology would need a plain cement concrete material or generic concrete class.

superstructure10

substructure8

approach earthwork system5

foundation system4

drainage protection system3

alignment system2

ancillary system2

asset1

◈Index for the agent1028 points · 37 crops · 41 itemsopenai/text-embedding-3-small

Everything steps 1 and 2 know, written to the vector store for a chat agent to answer from. Cut fine — a point for each object, each measurement and each note, not one per crop — with the page, the crop and the drawing written into every one, so a retrieved number arrives with enough context to be an answer. The readings as a whole and step 2’s items are indexed too, for the questions that are about a drawing rather than a figure.

Re-runnable at any time: each point is keyed to the record it came from, so re-indexing replaces what changed, adds what is new, and drops what the drawings no longer support. Re-read a crop or correct one by hand, then press this.

1028 points indexed and up to date.

1,028points stored1,028points ready37crops41items74,707tokens embedded

Collection mindmap_vectors, filtered on projectId = structural_drawings_pkg_1-7a22288d85c64bc6bd8c641faee2f453.