Drawing → BOQ
Pipeline / Mindmap / Projects / Structural Drawings_Pkg-1-LASA
Mindmap builder

Structural Drawings_Pkg-1-LASA

structural_drawings_pkg_1-890ff33d80e843ef8aa5a52a7a9de3d8 · 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 crops56 crops · all read · 328 objects · 821 measurementsconfigured openai/gpt-5.6-terra-pro · about 32¢ for 56 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 56 crops read.

56crops56read328objects found821measurements203,485tokens in105,467tokens out
Page 124 crops · 24 read
item · 2349 × 752

Bridge Deck And Approach

page 1 · bridge_deck_and_approach_p01_r04
Original
Bridge Deck And Approach
{
  "view": "Plan",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Marked at left with circle symbol, at centerline of expansion joint"
    },
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Marked at right with circle symbol"
    },
    {
      "name": "Crash Barrier",
      "tag": "",
      "shape": "linear/rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Labelled RCC CRASH BARRIER, runs along carriageway edge"
    },
    {
      "name": "Deck Slab / Carriageway",
      "tag": "",
      "shape": "rectangular/tapered in plan",
      "material": "",
      "count": 1,
      "note": "Shown in plan with joints/markings, width labelled"
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Located adjacent to carriageway, width dimensions given"
    },
    {
      "name": "Expansion Joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline marked at A1"
    },
    {
      "name": "Drainage/Deck inlet or joint markers",
      "tag": "",
      "shape": "small square symbols",
      "material": "",
      "count": 8,
      "note": "Repeated small square symbols along carriageway, spacing 5000 TYP, possibly scuppers or expansion joint markers"
    },
    {
      "name": "Trees/Vegetation symbols",
      "tag": "",
      "shape": "circular cluster symbols",
      "material": "",
      "count": 10,
      "note": "Landscaping symbols near abutment, likely tree plantation area or embankment slope planting"
    },
    {
      "name": "Wingwall/Slope hatching",
      "tag": "",
      "shape": "tapered hatched area",
      "material": "",
      "count": 1,
      "note": "Hatched fan-shaped area near A1 indicating slope or wingwall footprint"
    }
  ],
  "measurements": [
    {
      "label": "Overall length SQ",
      "value": "40000",
      "unit": "",
      "appliesTo": "A1 to P1 span, square measurement"
    },
    {
      "label": "Overall length SK",
      "value": "46189",
      "unit": "",
      "appliesTo": "A1 to P1 span, skew measurement"
    },
    {
      "label": "Length SQ",
      "value": "37761",
      "unit": "",
      "appliesTo": "partial span measurement, square"
    },
    {
      "label": "Length SK",
      "value": "43603",
      "unit": "",
      "appliesTo": "partial span measurement, skew"
    },
    {
      "label": "Offset SQ",
      "value": "1070",
      "unit": "",
      "appliesTo": "near A1, square"
    },
    {
      "label": "Offset SK",
      "value": "1236",
      "unit": "",
      "appliesTo": "near A1, skew"
    },
    {
      "label": "Offset SQ",
      "value": "1170",
      "unit": "",
      "appliesTo": "near P1, square"
    },
    {
      "label": "Offset SK",
      "value": "1350",
      "unit": "",
      "appliesTo": "near P1, skew"
    },
    {
      "label": "Typical spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "repeated square symbols along carriageway, TYP"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "footpath section"
    },
    {
      "label": "Width dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "edge strip near footpath"
    },
    {
      "label": "Width dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "strip near footpath"
    },
    {
      "label": "Width dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "lower left, near carriageway width label"
    },
    {
      "label": "Carriageway width",
      "value": "6550",
      "unit": "",
      "appliesTo": "width of carriageway, partially cut off (appears as '550 WIDTH')"
    },
    {
      "label": "Slab dimension",
      "value": "3500",
      "unit": "",
      "appliesTo": "slab width, near bottom left"
    },
    {
      "label": "Overall left dimension",
      "value": "40000",
      "unit": "",
      "appliesTo": "total width shown at far left vertical dimension"
    }
  ],
  "notes": [
    "TO DEWAS (direction arrow)",
    "5000 (TYP.)",
    "RCC CRASH BARRIER",
    "C OF EXP. JOINT",
    "C BRIDGE (RIGHT SIDE)"
  ],
  "labels": [
    "A1",
    "P1",
    "TO DEWAS",
    "FOOTPATH",
    "C BRIDGE (RIGHT SIDE)",
    "SLAB"
  ],
  "description": "This crop shows a plan view of a bridge approach and deck area between abutment A1 and pier P1, with overall span dimensions given in both square (SQ) and skew (SK) measurements. It details footpath and carriageway widths, an RCC crash barrier along the edge, typical spacing of deck elements at 5000 units, and a landscaped/vegetated area near the abutment with slope hatching, likely representing an embankment or wingwall zone."
}

Bridge Deck And Approach

done

bridge_deck_and_approach_p01_r04

Plan9 objects · 16 measurements · 5 notes · 6 labels

This crop shows a plan view of a bridge approach and deck area between abutment A1 and pier P1, with overall span dimensions given in both square (SQ) and skew (SK) measurements. It details footpath and carriageway widths, an RCC crash barrier along the edge, typical spacing of deck elements at 5000 units, and a landscaped/vegetated area near the abutment with slope hatching, likely representing an embankment or wingwall zone.

Objects · 9

MarkObjectNo.ShapeMaterialNote
A1Abutment1Marked at left with circle symbol, at centerline of expansion joint
P1Pier1Marked at right with circle symbol
Crash Barrier1linear/rectangularreinforced concreteLabelled RCC CRASH BARRIER, runs along carriageway edge
Deck Slab / Carriageway1rectangular/tapered in planShown in plan with joints/markings, width labelled
Footpath1rectangularLocated adjacent to carriageway, width dimensions given
Expansion Joint1linearCenterline marked at A1
Drainage/Deck inlet or joint markers8small square symbolsRepeated small square symbols along carriageway, spacing 5000 TYP, possibly scuppers or expansion joint markers
Trees/Vegetation symbols10circular cluster symbolsLandscaping symbols near abutment, likely tree plantation area or embankment slope planting
Wingwall/Slope hatching1tapered hatched areaHatched fan-shaped area near A1 indicating slope or wingwall footprint

Measurements · 16

MeasurementValueApplies to
Overall length SQ40000A1 to P1 span, square measurement
Overall length SK46189A1 to P1 span, skew measurement
Length SQ37761partial span measurement, square
Length SK43603partial span measurement, skew
Offset SQ1070near A1, square
Offset SK1236near A1, skew
Offset SQ1170near P1, square
Offset SK1350near P1, skew
Typical spacing5000repeated square symbols along carriageway, TYP
Footpath width1500footpath section
Width dimension450edge strip near footpath
Width dimension100strip near footpath
Width dimension450lower left, near carriageway width label
Carriageway width6550width of carriageway, partially cut off (appears as '550 WIDTH')
Slab dimension3500slab width, near bottom left
Overall left dimension40000total width shown at far left vertical dimension

Labels

A1P1TO DEWASFOOTPATHC BRIDGE (RIGHT SIDE)SLAB

Notes

  • TO DEWAS (direction arrow)
  • 5000 (TYP.)
  • RCC CRASH BARRIER
  • C OF EXP. JOINT
  • C BRIDGE (RIGHT SIDE)

anthropic/claude-sonnet-5 · 4784 tokens · 18.6s

item · 1869 × 2140

Bridge Deck And Approach Slab

page 1 · bridge_deck_and_approach_slab_p01_r05
Original
Bridge Deck And Approach Slab
{
  "view": "Plan",
  "objects": [
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular (skewed/angled)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One shown on each carriageway (left and right), abutting the abutment/expansion joint line, skewed relative to carriageway"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear, rectangular in section",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Runs along both edges of carriageway; small square/rectangular markers along its length possibly denoting posts or joints"
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": "1500mm wide strip on either outer edge of carriageway"
    },
    {
      "name": "Median",
      "tag": "",
      "shape": "linear strip",
      "material": "",
      "count": 1,
      "note": "Centerline of median (C/L OF MEDIAN) separating the two carriageways, 2900 wide"
    },
    {
      "name": "Expansion joint",
      "tag": "A1",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "C/L of expansion joint marked at top, aligned with grid/section marker A1"
    },
    {
      "name": "Carriageway",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": "13500 wide carriageway on each side (right side and left side of bridge)"
    },
    {
      "name": "Drainage/scupper symbols (small hatched squares)",
      "tag": "",
      "shape": "small square",
      "material": "",
      "count": 16,
      "note": "Repeated small square symbols along the crash barrier/approach slab edges, likely drainage spouts or expansion joint markers, spaced at 5000 (TYP.) intervals"
    },
    {
      "name": "Tree/landscaping symbols",
      "tag": "",
      "shape": "irregular circular clusters",
      "material": "",
      "count": null,
      "note": "Decorative planting symbols shown in the splayed embankment/wing areas at both ends of the plan, not a constructional item but shown for context"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "40000",
      "unit": "",
      "appliesTo": "total bridge width (top and bottom)"
    },
    {
      "label": "Carriageway width",
      "value": "16550",
      "unit": "",
      "appliesTo": "WIDTH CARRIAGEWAY (right and left)"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "CARRIAGEWAY (right and left)"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "FOOTPATH (both sides)"
    },
    {
      "label": "Barrier/edge offset",
      "value": "450",
      "unit": "",
      "appliesTo": "edge strip dimension, repeated at multiple locations"
    },
    {
      "label": "Offset",
      "value": "100",
      "unit": "",
      "appliesTo": "small edge strip dimension, repeated"
    },
    {
      "label": "Median width",
      "value": "2900",
      "unit": "",
      "appliesTo": "C/L OF MEDIAN spacing"
    },
    {
      "label": "Approach slab length",
      "value": "3500",
      "unit": "",
      "appliesTo": "APPROACH SLAB (both left and right)"
    },
    {
      "label": "Barrier/marker spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "typical spacing of RCC crash barrier markers (TYP.)"
    },
    {
      "label": "Square dimension",
      "value": "1070(SQ)",
      "unit": "",
      "appliesTo": "unlabeled dimension near C/L of exp. joint"
    },
    {
      "label": "Skew dimension",
      "value": "1236(SK)",
      "unit": "",
      "appliesTo": "unlabeled dimension near C/L of exp. joint"
    },
    {
      "label": "Square dimension",
      "value": "40000(SQ)",
      "unit": "",
      "appliesTo": "overall length square measurement"
    },
    {
      "label": "Skew dimension",
      "value": "46189(SK)",
      "unit": "",
      "appliesTo": "overall length skew measurement"
    },
    {
      "label": "Square dimension",
      "value": "37761(SQ)",
      "unit": "",
      "appliesTo": "secondary length square measurement"
    },
    {
      "label": "Skew dimension",
      "value": "43603(SK)",
      "unit": "",
      "appliesTo": "secondary length skew measurement"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "APPROACH SLAB",
    "C/L OF EXP. JOINT",
    "C/L OF MEDIAN",
    "C/L BRIDGE (RIGHT SIDE)",
    "C/L BRIDGE (LEFT SIDE)"
  ],
  "labels": [
    "TO DEWAS",
    "TO PIKARADIYA",
    "A1",
    "FOOTPATH",
    "CARRIAGEWAY",
    "WIDTH CARRIAGEWAY",
    "RCC CRASH BARRIER",
    "5000 (TYP.)"
  ],
  "description": "This crop is a plan view of a bridge approach layout showing two carriageways (right side going to Dewas, left side/return to Pikaradiya) separated by a median, with footpaths, RCC crash barriers, and skewed approach slabs at the abutment/expansion joint line marked A1. Dimensions define overall width (40000), carriageway widths (16550/13500), footpath (1500), median (2900), approach slab length (3500), and barrier marker spacing (5000 TYP.), along with square and skew length callouts for the bridge. Decorative tree symbols indicate embankment/landscaped areas at both ends but are not structural elements documented in detail here."
}

Bridge Deck And Approach Slab

done

bridge_deck_and_approach_slab_p01_r05Substructure

Plan8 objects · 15 measurements · 6 notes · 8 labels

This crop is a plan view of a bridge approach layout showing two carriageways (right side going to Dewas, left side/return to Pikaradiya) separated by a median, with footpaths, RCC crash barriers, and skewed approach slabs at the abutment/expansion joint line marked A1. Dimensions define overall width (40000), carriageway widths (16550/13500), footpath (1500), median (2900), approach slab length (3500), and barrier marker spacing (5000 TYP.), along with square and skew length callouts for the bridge. Decorative tree symbols indicate embankment/landscaped areas at both ends but are not structural elements documented in detail here.

Objects · 8

MarkObjectNo.ShapeMaterialNote
Approach slab2rectangular (skewed/angled)reinforced concreteOne shown on each carriageway (left and right), abutting the abutment/expansion joint line, skewed relative to carriageway
RCC crash barrier2linear, rectangular in sectionreinforced concreteRuns along both edges of carriageway; small square/rectangular markers along its length possibly denoting posts or joints
Footpath2rectangular strip1500mm wide strip on either outer edge of carriageway
Median1linear stripCenterline of median (C/L OF MEDIAN) separating the two carriageways, 2900 wide
A1Expansion joint1linearC/L of expansion joint marked at top, aligned with grid/section marker A1
Carriageway2rectangular strip13500 wide carriageway on each side (right side and left side of bridge)
Drainage/scupper symbols (small hatched squares)16small squareRepeated small square symbols along the crash barrier/approach slab edges, likely drainage spouts or expansion joint markers, spaced at 5000 (TYP.) intervals
Tree/landscaping symbolsirregular circular clustersDecorative planting symbols shown in the splayed embankment/wing areas at both ends of the plan, not a constructional item but shown for context

Measurements · 15

MeasurementValueApplies to
Overall width40000total bridge width (top and bottom)
Carriageway width16550WIDTH CARRIAGEWAY (right and left)
Carriageway width13500CARRIAGEWAY (right and left)
Footpath width1500FOOTPATH (both sides)
Barrier/edge offset450edge strip dimension, repeated at multiple locations
Offset100small edge strip dimension, repeated
Median width2900C/L OF MEDIAN spacing
Approach slab length3500APPROACH SLAB (both left and right)
Barrier/marker spacing5000typical spacing of RCC crash barrier markers (TYP.)
Square dimension1070(SQ)unlabeled dimension near C/L of exp. joint
Skew dimension1236(SK)unlabeled dimension near C/L of exp. joint
Square dimension40000(SQ)overall length square measurement
Skew dimension46189(SK)overall length skew measurement
Square dimension37761(SQ)secondary length square measurement
Skew dimension43603(SK)secondary length skew measurement

Labels

TO DEWASTO PIKARADIYAA1FOOTPATHCARRIAGEWAYWIDTH CARRIAGEWAYRCC CRASH BARRIER5000 (TYP.)

Notes

  • RCC CRASH BARRIER
  • APPROACH SLAB
  • C/L OF EXP. JOINT
  • C/L OF MEDIAN
  • C/L BRIDGE (RIGHT SIDE)
  • C/L BRIDGE (LEFT SIDE)

anthropic/claude-sonnet-5 · 7977 tokens · 19.4s

item · 2205 × 1788

Bridge Deck And Foundation Layout

page 1 · bridge_deck_and_foundation_layout_p01_r09
Original
Bridge Deck And Foundation Layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "Pier/Pier cap",
      "tag": "P1",
      "shape": "skewed rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "marked at top left, deck level plan side"
    },
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "skewed rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "marked at top right with centerline of expansion joint noted"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "runs along both edges of deck in deck-level half plan"
    },
    {
      "name": "Pile / foundation element",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 18,
      "note": "shown as circles in foundation-level half plan, arranged in skewed grid rows"
    },
    {
      "name": "Deck slab girders/beams (shown as parallel lines)",
      "tag": "",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": null,
      "note": "multiple parallel lines representing girder layout in deck-level plan"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "centerline of expansion joint noted near A1"
    },
    {
      "name": "Median/paved shoulder area",
      "tag": "",
      "shape": "trapezoidal",
      "material": "",
      "count": 1,
      "note": "partial label 'MEDI...P...' visible near right side, likely median or paved shoulder"
    },
    {
      "name": "Drainage/scupper symbols",
      "tag": "",
      "shape": "small square/diamond",
      "material": "",
      "count": 6,
      "note": "symbols along bottom edge of deck-level plan, possibly weep holes or drain spouts"
    }
  ],
  "measurements": [
    {
      "label": "Overall span (square)",
      "value": "40000",
      "unit": "",
      "appliesTo": "deck plan, P1 to A1"
    },
    {
      "label": "Overall span (skew)",
      "value": "46189",
      "unit": "",
      "appliesTo": "deck plan, P1 to A1"
    },
    {
      "label": "Offset at P1 (square)",
      "value": "1170",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Offset at P1 (skew)",
      "value": "1350",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "Girder spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "deck level plan, repeated 4 times"
    },
    {
      "label": "Total width (deck level)",
      "value": "16550",
      "unit": "",
      "appliesTo": "deck level plan cross dimension"
    },
    {
      "label": "Offset (square) top",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck level plan edge offset"
    },
    {
      "label": "Offset (square) bottom",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck level plan edge offset"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "degrees",
      "appliesTo": "deck geometry, skew callout"
    },
    {
      "label": "Barrier/beam spacing typical",
      "value": "5000",
      "unit": "",
      "appliesTo": "RCC crash barrier / beam spacing, typical"
    },
    {
      "label": "Pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "foundation level plan, repeated 4 times"
    },
    {
      "label": "Total width (foundation level)",
      "value": "16550",
      "unit": "",
      "appliesTo": "foundation level plan cross dimension"
    },
    {
      "label": "Offset (foundation level) top",
      "value": "775",
      "unit": "",
      "appliesTo": "foundation level plan edge offset"
    },
    {
      "label": "Offset (foundation level) bottom",
      "value": "775",
      "unit": "",
      "appliesTo": "foundation level plan edge offset"
    },
    {
      "label": "Scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "drawing scale"
    }
  ],
  "notes": [
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)",
    "30° SKEW",
    "5000 (TYP.)"
  ],
  "labels": [
    "P1",
    "A1",
    "TO KHANDWA",
    "C OF EXP. JOINT",
    "RCC CRASH BARRIER",
    "INDEPENDENT R... (partial, cut off)",
    "MEDI... P... (partial, cut off)"
  ],
  "description": "This crop shows two half-plan drawings of a skewed bridge span between pier P1 and abutment A1: the left half depicts the deck level with crash barriers, girder lines, and drainage symbols along a 30° skewed edge, while the right half shows the foundation level with a grid of circular pile marks at a skew, both plans dimensioned in millimeters with overall span, offsets, and spacing values. The drawing documents the deck layout and corresponding foundation/pile arrangement for a single span, including skew geometry and edge offsets, but does not show the full width of the bridge (only one half plan of each level is presented)."
}

Bridge Deck And Foundation Layout

done

bridge_deck_and_foundation_layout_p01_r09Substructure

Plan8 objects · 15 measurements · 5 notes · 7 labels

This crop shows two half-plan drawings of a skewed bridge span between pier P1 and abutment A1: the left half depicts the deck level with crash barriers, girder lines, and drainage symbols along a 30° skewed edge, while the right half shows the foundation level with a grid of circular pile marks at a skew, both plans dimensioned in millimeters with overall span, offsets, and spacing values. The drawing documents the deck layout and corresponding foundation/pile arrangement for a single span, including skew geometry and edge offsets, but does not show the full width of the bridge (only one half plan of each level is presented).

Objects · 8

MarkObjectNo.ShapeMaterialNote
P1Pier/Pier cap1skewed rectangularreinforced concretemarked at top left, deck level plan side
A1Abutment1skewed rectangularreinforced concretemarked at top right with centerline of expansion joint noted
RCC crash barrier2linear rectangularreinforced concreteruns along both edges of deck in deck-level half plan
Pile / foundation element18circularreinforced concreteshown as circles in foundation-level half plan, arranged in skewed grid rows
Deck slab girders/beams (shown as parallel lines)rectangular/taperedreinforced concretemultiple parallel lines representing girder layout in deck-level plan
Expansion joint1linearcenterline of expansion joint noted near A1
Median/paved shoulder area1trapezoidalpartial label 'MEDI...P...' visible near right side, likely median or paved shoulder
Drainage/scupper symbols6small square/diamondsymbols along bottom edge of deck-level plan, possibly weep holes or drain spouts

Measurements · 15

MeasurementValueUnitApplies to
Overall span (square)40000deck plan, P1 to A1
Overall span (skew)46189deck plan, P1 to A1
Offset at P1 (square)1170P1
Offset at P1 (skew)1350P1
Girder spacing3500deck level plan, repeated 4 times
Total width (deck level)16550deck level plan cross dimension
Offset (square) top1275deck level plan edge offset
Offset (square) bottom1275deck level plan edge offset
Skew angle30degreesdeck geometry, skew callout
Barrier/beam spacing typical5000RCC crash barrier / beam spacing, typical
Pile spacing3750foundation level plan, repeated 4 times
Total width (foundation level)16550foundation level plan cross dimension
Offset (foundation level) top775foundation level plan edge offset
Offset (foundation level) bottom775foundation level plan edge offset
Scale1:300drawing scale

Labels

P1A1TO KHANDWAC OF EXP. JOINTRCC CRASH BARRIERINDEPENDENT R... (partial, cut off)MEDI... P... (partial, cut off)

Notes

  • HALF PLAN SHOWING DECK LEVEL
  • HALF PLAN SHOWING FOUNDATION LEVEL
  • (SCALE 1:300)
  • 30° SKEW
  • 5000 (TYP.)

anthropic/claude-sonnet-5 · 7516 tokens · 20.3s

item · 954 × 692

Bridge Deck Approach Slab And Crash Barrier

page 1 · bridge_deck_approach_slab_and_crash_barrier_p01_r06
Original
Bridge Deck Approach Slab And Crash Barrier
{
  "view": "Plan",
  "objects": [
    {
      "name": "Crash Barrier",
      "tag": "",
      "shape": "linear (rectangular in section, RCC parapet type)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "labelled RCC CRASH BARRIER, runs along edge of deck"
    },
    {
      "name": "Pier/Support Marker",
      "tag": "P1",
      "shape": "circular marker",
      "material": "",
      "count": 1,
      "note": "circled tag denoting a pier or reference point at skewed edge"
    },
    {
      "name": "Drainage Inlet/Scupper",
      "tag": "",
      "shape": "small rectangular symbol with cross hatch",
      "material": "",
      "count": 4,
      "note": "repeated symbols spaced at 5000 (TYP.) along the barrier line, likely deck drainage outlets"
    },
    {
      "name": "Deck Joint/Expansion Marker",
      "tag": "",
      "shape": "small square with diagonal hatch",
      "material": "",
      "count": 3,
      "note": "square markers along skewed edge, possibly bearing or joint locations"
    },
    {
      "name": "Approach/Deck Slab Lines",
      "tag": "",
      "shape": "parallel linear lines",
      "material": "",
      "count": null,
      "note": "multiple parallel lines representing lane/deck edges or reinforcement layout, partially visible"
    }
  ],
  "measurements": [
    {
      "label": "46189(SK)",
      "value": "46189",
      "unit": "",
      "appliesTo": "overall skew dimension line, top"
    },
    {
      "label": "43603(SK)",
      "value": "43603",
      "unit": "",
      "appliesTo": "skew dimension line, second from top"
    },
    {
      "label": "1170(SQ)",
      "value": "1170",
      "unit": "",
      "appliesTo": "square dimension near P1"
    },
    {
      "label": "1350(SK)",
      "value": "1350",
      "unit": "",
      "appliesTo": "skew dimension near P1"
    },
    {
      "label": "5000 (TYP.)",
      "value": "5000",
      "unit": "",
      "appliesTo": "typical spacing of drainage/inlet symbols along barrier"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER"
  ],
  "labels": [
    "46189(SK)",
    "43603(SK)",
    "1170(SQ)",
    "1350(SK)",
    "5000 (TYP.)",
    "P1"
  ],
  "description": "This crop shows a partial plan view of a bridge deck edge featuring an RCC crash barrier running along the top edge, with repeated drainage/inlet symbols spaced at a typical 5000 unit interval. A circled reference point labelled P1 marks a skewed dimension line near the right edge, with associated square (SQ) and skew (SK) dimensions. The view appears to be a fragment of a larger deck plan, showing only the barrier line and part of the deck geometry without full structural context."
}

Bridge Deck Approach Slab And Crash Barrier

done

bridge_deck_approach_slab_and_crash_barrier_p01_r06Substructure

Plan5 objects · 5 measurements · 1 note · 6 labels

This crop shows a partial plan view of a bridge deck edge featuring an RCC crash barrier running along the top edge, with repeated drainage/inlet symbols spaced at a typical 5000 unit interval. A circled reference point labelled P1 marks a skewed dimension line near the right edge, with associated square (SQ) and skew (SK) dimensions. The view appears to be a fragment of a larger deck plan, showing only the barrier line and part of the deck geometry without full structural context.

Objects · 5

MarkObjectNo.ShapeMaterialNote
Crash Barrier1linear (rectangular in section, RCC parapet type)reinforced concretelabelled RCC CRASH BARRIER, runs along edge of deck
P1Pier/Support Marker1circular markercircled tag denoting a pier or reference point at skewed edge
Drainage Inlet/Scupper4small rectangular symbol with cross hatchrepeated symbols spaced at 5000 (TYP.) along the barrier line, likely deck drainage outlets
Deck Joint/Expansion Marker3small square with diagonal hatchsquare markers along skewed edge, possibly bearing or joint locations
Approach/Deck Slab Linesparallel linear linesmultiple parallel lines representing lane/deck edges or reinforcement layout, partially visible

Measurements · 5

MeasurementValueApplies to
46189(SK)46189overall skew dimension line, top
43603(SK)43603skew dimension line, second from top
1170(SQ)1170square dimension near P1
1350(SK)1350skew dimension near P1
5000 (TYP.)5000typical spacing of drainage/inlet symbols along barrier

Labels

46189(SK)43603(SK)1170(SQ)1350(SK)5000 (TYP.)P1

Notes

  • RCC CRASH BARRIER

anthropic/claude-sonnet-5 · 3179 tokens · 11.1s

item · 3316 × 2350

Deck

page 1 · deck_p01_r03
Original
Deck
{
  "view": "Plan",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Located at left end of bridge deck, centerline of expansion joint marked at this location"
    },
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Intermediate support shown on right side of plan"
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Two carriageways shown, right side and left side of bridge"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear",
      "material": "reinforced concrete",
      "count": 4,
      "note": "Runs along edges of carriageways and median side"
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown at both approach ends adjacent to abutment/embankment"
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Located at outer edges of each carriageway"
    },
    {
      "name": "Median",
      "tag": "",
      "shape": "linear strip",
      "material": "",
      "count": 1,
      "note": "Centerline of median shown between the two bridge carriageways"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline of expansion joint marked at abutment A1"
    },
    {
      "name": "Embankment/slope protection area",
      "tag": "",
      "shape": "fan/radial pattern",
      "material": "",
      "count": 2,
      "note": "Shown as planting/turfing pattern at both approach ends beyond abutment and pier extents"
    }
  ],
  "measurements": [
    {
      "label": "ROW width",
      "value": "80000",
      "unit": "",
      "appliesTo": "overall right-of-way"
    },
    {
      "label": "Width (each side)",
      "value": "40000",
      "unit": "",
      "appliesTo": "one carriageway side width"
    },
    {
      "label": "Bridge width",
      "value": "16550",
      "unit": "",
      "appliesTo": "WIDTH label, right side"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "CARRIAGEWAY, right side"
    },
    {
      "label": "Footpath dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "footpath, right side"
    },
    {
      "label": "Kerb offset",
      "value": "100",
      "unit": "",
      "appliesTo": "footpath adjacent dimension"
    },
    {
      "label": "Barrier offset",
      "value": "450",
      "unit": "",
      "appliesTo": "crash barrier position, repeated multiple locations"
    },
    {
      "label": "Median offset",
      "value": "2900",
      "unit": "",
      "appliesTo": "centerline of median dimension"
    },
    {
      "label": "Width (left side)",
      "value": "16550",
      "unit": "",
      "appliesTo": "WIDTH label, left side"
    },
    {
      "label": "Carriageway width (left)",
      "value": "13500",
      "unit": "",
      "appliesTo": "CARRIAGEWAY, left side"
    },
    {
      "label": "Span/typical spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "TYP. spacing between markings/barrier posts"
    },
    {
      "label": "Approach slab length",
      "value": "3500",
      "unit": "",
      "appliesTo": "Approach slab dimension"
    },
    {
      "label": "Overall square length",
      "value": "40000(SQ)",
      "unit": "",
      "appliesTo": "deck span between A1 and P1, square measurement"
    },
    {
      "label": "Overall skew length",
      "value": "46189(SK)",
      "unit": "",
      "appliesTo": "deck span between A1 and P1, skew measurement"
    },
    {
      "label": "Span length square",
      "value": "37761(SQ)",
      "unit": "",
      "appliesTo": "span between A1 and P1 centerlines, square"
    },
    {
      "label": "Span length skew",
      "value": "43603(SK)",
      "unit": "",
      "appliesTo": "span between A1 and P1 centerlines, skew"
    },
    {
      "label": "Offset square",
      "value": "1070(SQ)",
      "unit": "",
      "appliesTo": "expansion joint offset at A1, square"
    },
    {
      "label": "Offset skew",
      "value": "1236(SK)",
      "unit": "",
      "appliesTo": "expansion joint offset at A1, skew"
    },
    {
      "label": "Offset square",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "offset at P1, square"
    },
    {
      "label": "Offset skew",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "offset at P1, skew"
    },
    {
      "label": "Segment spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "repeated girder/beam spacing along right side, four instances"
    },
    {
      "label": "Segment spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "repeated girder/beam spacing along left side, four instances"
    },
    {
      "label": "Total width dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "overall width right side, repeated"
    },
    {
      "label": "Edge offset",
      "value": "1275",
      "unit": "",
      "appliesTo": "edge dimension near P1 and far right/bottom edges, multiple instances"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "degrees",
      "appliesTo": "skew angle at P1 support line"
    }
  ],
  "notes": [
    "TO DEWAS",
    "TO PIKARADIYA",
    "30° SKEW",
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWI[NG...] (text cut off)",
    "(SCALE 1:300)"
  ],
  "labels": [
    "A1",
    "P1",
    "C OF EXP. JOINT",
    "C BRIDGE (RIGHT SIDE)",
    "C BRIDGE (LEFT SIDE)",
    "C OF MEDIAN",
    "APPROACH SLAB",
    "RCC CRASH BARRIER",
    "FOOTPATH",
    "WIDTH",
    "CARRIAGEWAY",
    "ROW"
  ],
  "description": "This crop is a half plan view of a bridge deck at deck level, showing two parallel carriageways (right side toward Dewas and left side toward Pikaradiya) separated by a median, with abutment A1 at one end and pier P1 at the other end at a 30° skew angle. It documents overall geometry including carriageway widths, footpath widths, RCC crash barrier locations, approach slab dimensions, and span lengths given in both square and skew measurements; embankment/turfed slope areas are shown schematically beyond the abutment and pier lines. The drawing is a plan-level layout, not an elevation or section, and the right-hand edge of the sheet appears cropped, cutting off part of the title text."
}

Deck

done

deck_p01_r03Substructure

Plan9 objects · 25 measurements · 6 notes · 12 labels

This crop is a half plan view of a bridge deck at deck level, showing two parallel carriageways (right side toward Dewas and left side toward Pikaradiya) separated by a median, with abutment A1 at one end and pier P1 at the other end at a 30° skew angle. It documents overall geometry including carriageway widths, footpath widths, RCC crash barrier locations, approach slab dimensions, and span lengths given in both square and skew measurements; embankment/turfed slope areas are shown schematically beyond the abutment and pier lines. The drawing is a plan-level layout, not an elevation or section, and the right-hand edge of the sheet appears cropped, cutting off part of the title text.

Objects · 9

MarkObjectNo.ShapeMaterialNote
A1Abutment1Located at left end of bridge deck, centerline of expansion joint marked at this location
P1Pier1Intermediate support shown on right side of plan
Deck slab2rectangular (skewed)reinforced concreteTwo carriageways shown, right side and left side of bridge
RCC crash barrier4linearreinforced concreteRuns along edges of carriageways and median side
Approach slab2rectangularreinforced concreteShown at both approach ends adjacent to abutment/embankment
Footpath2rectangularLocated at outer edges of each carriageway
Median1linear stripCenterline of median shown between the two bridge carriageways
Expansion joint1linearCenterline of expansion joint marked at abutment A1
Embankment/slope protection area2fan/radial patternShown as planting/turfing pattern at both approach ends beyond abutment and pier extents

Measurements · 25

MeasurementValueUnitApplies to
ROW width80000overall right-of-way
Width (each side)40000one carriageway side width
Bridge width16550WIDTH label, right side
Carriageway width13500CARRIAGEWAY, right side
Footpath dimension1500footpath, right side
Kerb offset100footpath adjacent dimension
Barrier offset450crash barrier position, repeated multiple locations
Median offset2900centerline of median dimension
Width (left side)16550WIDTH label, left side
Carriageway width (left)13500CARRIAGEWAY, left side
Span/typical spacing5000TYP. spacing between markings/barrier posts
Approach slab length3500Approach slab dimension
Overall square length40000(SQ)deck span between A1 and P1, square measurement
Overall skew length46189(SK)deck span between A1 and P1, skew measurement
Span length square37761(SQ)span between A1 and P1 centerlines, square
Span length skew43603(SK)span between A1 and P1 centerlines, skew
Offset square1070(SQ)expansion joint offset at A1, square
Offset skew1236(SK)expansion joint offset at A1, skew
Offset square1170(SQ)offset at P1, square
Offset skew1350(SK)offset at P1, skew
Segment spacing3500repeated girder/beam spacing along right side, four instances
Segment spacing3500repeated girder/beam spacing along left side, four instances
Total width dimension16550overall width right side, repeated
Edge offset1275edge dimension near P1 and far right/bottom edges, multiple instances
Skew angle30degreesskew angle at P1 support line

Labels

A1P1C OF EXP. JOINTC BRIDGE (RIGHT SIDE)C BRIDGE (LEFT SIDE)C OF MEDIANAPPROACH SLABRCC CRASH BARRIERFOOTPATHWIDTHCARRIAGEWAYROW

Notes

  • TO DEWAS
  • TO PIKARADIYA
  • 30° SKEW
  • HALF PLAN SHOWING DECK LEVEL
  • HALF PLAN SHOWI[NG...] (text cut off)
  • (SCALE 1:300)

anthropic/claude-sonnet-5 · 7481 tokens · 22.0s

item · 1994 × 2282

Foundation

page 1 · foundation_p01_r08
Original
Foundation
{
  "view": "Plan",
  "objects": [
    {
      "name": "Pile cap / foundation raft",
      "tag": "A1",
      "shape": "skewed rectangular (parallelogram)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Two mirrored skewed pile foundation groups shown, separated by a median wall; likely abutment/pier foundations at a skewed crossing."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Piles shown as circles arranged in a grid pattern within each skewed foundation outline; exact count not reliably countable from the crop due to overlapping skew lines."
    },
    {
      "name": "Median wall",
      "tag": "",
      "shape": "trapezoidal strip",
      "material": "PCC M15",
      "count": 1,
      "note": "Located between the two pile foundation groups, labelled 'MEDIAN WALL PCC M15'."
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One at the top-right end of the upper foundation and one at the bottom-right end of the lower foundation."
    },
    {
      "name": "Retaining/Toe wall",
      "tag": "RET./TOE WALL",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Shown only in the Key Plan inset, not detailed in this crop."
    },
    {
      "name": "Borehole location marker",
      "tag": "",
      "shape": "symbol (crosshair circle)",
      "material": "",
      "count": null,
      "note": "Appears only in the Legend box; represents borehole locations elsewhere on the sheet."
    }
  ],
  "measurements": [
    {
      "label": "Edge offset",
      "value": "775",
      "unit": "mm",
      "appliesTo": "upper foundation, top edge"
    },
    {
      "label": "Pile row spacing",
      "value": "3750",
      "unit": "mm",
      "appliesTo": "upper foundation, 4 intervals"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "mm",
      "appliesTo": "upper foundation"
    },
    {
      "label": "Edge offset",
      "value": "775",
      "unit": "mm",
      "appliesTo": "between upper and lower foundation groups"
    },
    {
      "label": "Edge offset",
      "value": "775",
      "unit": "mm",
      "appliesTo": "lower foundation, near median wall"
    },
    {
      "label": "Pile row spacing",
      "value": "3750",
      "unit": "mm",
      "appliesTo": "lower foundation, 4 intervals"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "mm",
      "appliesTo": "lower foundation"
    },
    {
      "label": "Edge offset",
      "value": "775",
      "unit": "mm",
      "appliesTo": "lower foundation, bottom edge"
    },
    {
      "label": "Chainage",
      "value": "64+400",
      "unit": "",
      "appliesTo": "Key Plan location marker"
    },
    {
      "label": "Proposed span",
      "value": "2X40m",
      "unit": "m",
      "appliesTo": "structure (from Key Plan data table)"
    },
    {
      "label": "Skew",
      "value": "30",
      "unit": "deg (assumed, marked as 30°)",
      "appliesTo": "structure (from Key Plan data table)"
    },
    {
      "label": "Scale",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "Key Plan"
    }
  ],
  "notes": [
    "SHOWING FOUNDATION LEVEL",
    "TO KHANDWA",
    "ℂ OF EXP. JOINT",
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "RET./ TOE WALL",
    "New Construction (partial text under PROPOSAL in Key Plan table)"
  ],
  "labels": [
    "A1",
    "KEY PLAN",
    "(SCALE 1:2000)",
    "ROW",
    "LEGEND:",
    "BOREHOLE LOCA... (partial, likely 'BOREHOLE LOCATION')",
    "STRUCTURE TYPE",
    "PROPOSED SPAN",
    "SKEW",
    "PROPOSAL",
    "Shipra River",
    "64+400"
  ],
  "description": "This crop shows a foundation/pile layout plan for a skewed bridge substructure, depicting two mirrored groups of circular piles arranged in a grid within skewed foundation outlines, separated by a PCC M15 median wall and flanked by independent retaining walls, with dimensions of pile spacing (3750 mm) and edge offsets (775 mm) and an overall width of 16550 mm per group. An inset Key Plan (scale 1:2000) in the upper right shows the site layout near chainage 64+400 by the Shipra River, right-of-way (ROW) lines, a retaining/toe wall callout, and a partial structure data table listing proposed span (2X40m) and skew (30°). A partial Legend box at bottom right references a borehole location symbol."
}

Foundation

done

foundation_p01_r08Substructure

Plan6 objects · 12 measurements · 7 notes · 12 labels

This crop shows a foundation/pile layout plan for a skewed bridge substructure, depicting two mirrored groups of circular piles arranged in a grid within skewed foundation outlines, separated by a PCC M15 median wall and flanked by independent retaining walls, with dimensions of pile spacing (3750 mm) and edge offsets (775 mm) and an overall width of 16550 mm per group. An inset Key Plan (scale 1:2000) in the upper right shows the site layout near chainage 64+400 by the Shipra River, right-of-way (ROW) lines, a retaining/toe wall callout, and a partial structure data table listing proposed span (2X40m) and skew (30°). A partial Legend box at bottom right references a borehole location symbol.

Objects · 6

MarkObjectNo.ShapeMaterialNote
A1Pile cap / foundation raft2skewed rectangular (parallelogram)reinforced concreteTwo mirrored skewed pile foundation groups shown, separated by a median wall; likely abutment/pier foundations at a skewed crossing.
Pilecircularreinforced concretePiles shown as circles arranged in a grid pattern within each skewed foundation outline; exact count not reliably countable from the crop due to overlapping skew lines.
Median wall1trapezoidal stripPCC M15Located between the two pile foundation groups, labelled 'MEDIAN WALL PCC M15'.
Independent retaining wall2rectangularOne at the top-right end of the upper foundation and one at the bottom-right end of the lower foundation.
RET./TOE WALLRetaining/Toe wall1Shown only in the Key Plan inset, not detailed in this crop.
Borehole location markersymbol (crosshair circle)Appears only in the Legend box; represents borehole locations elsewhere on the sheet.

Measurements · 12

MeasurementValueUnitApplies to
Edge offset775mmupper foundation, top edge
Pile row spacing3750mmupper foundation, 4 intervals
Total width16550mmupper foundation
Edge offset775mmbetween upper and lower foundation groups
Edge offset775mmlower foundation, near median wall
Pile row spacing3750mmlower foundation, 4 intervals
Total width16550mmlower foundation
Edge offset775mmlower foundation, bottom edge
Chainage64+400Key Plan location marker
Proposed span2X40mmstructure (from Key Plan data table)
Skew30deg (assumed, marked as 30°)structure (from Key Plan data table)
Scale1:2000Key Plan

Labels

A1KEY PLAN(SCALE 1:2000)ROWLEGEND:BOREHOLE LOCA... (partial, likely 'BOREHOLE LOCATION')STRUCTURE TYPEPROPOSED SPANSKEWPROPOSALShipra River64+400

Notes

  • SHOWING FOUNDATION LEVEL
  • TO KHANDWA
  • ℂ OF EXP. JOINT
  • INDEPENDENT RETAINING WALL
  • MEDIAN WALL PCC M15
  • RET./ TOE WALL
  • New Construction (partial text under PROPOSAL in Key Plan table)

anthropic/claude-sonnet-5 · 9270 tokens · 35.3s

item · 3311 × 2633

Pier Abutment Foundation Retaining Wall

page 1 · pier_abutment_foundation_retaining_wall_p01_r02
Original
Pier Abutment Foundation Retaining Wall
{
  "view": "Plan",
  "objects": [
    {
      "name": "Foundation piles/borehole grid pattern (circular marks in skewed plan)",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Rows of circles shown within the skewed deck/foundation plan bays, spacing labeled 3750 between rows; likely pile or borehole locations, unclear which without more context"
    },
    {
      "name": "Independent Retaining Wall",
      "tag": "",
      "shape": "rectangular/linear",
      "material": "",
      "count": 2,
      "note": "Labeled at the upper right edge of both skewed foundation-level plan panels"
    },
    {
      "name": "Median Wall",
      "tag": "",
      "shape": "rectangular/linear",
      "material": "PCC M15 (Plain Cement Concrete)",
      "count": 1,
      "note": "Located between the two foundation-level plan panels, at the median gap"
    },
    {
      "name": "Expansion Joint (centerline marker)",
      "tag": "A1",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Marked as centerline of expansion joint at top of deck-level plan"
    },
    {
      "name": "Retaining/Toe Wall (Key Plan)",
      "tag": "RET./TOE WALL",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Shown twice in Key Plan along the roadway alignment"
    },
    {
      "name": "Road/Right-of-Way boundary lines",
      "tag": "ROW",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Multiple ROW labels along the alignment in Key Plan"
    },
    {
      "name": "Borehole location markers",
      "tag": "",
      "shape": "circular with cross",
      "material": "",
      "count": null,
      "note": "Legend symbol defined; actual locations not clearly counted in this crop"
    }
  ],
  "measurements": [
    {
      "label": "Overall length (square)",
      "value": "40000",
      "unit": "",
      "appliesTo": "deck plan, SQ dimension"
    },
    {
      "label": "Overall length (skew)",
      "value": "46189",
      "unit": "",
      "appliesTo": "deck plan, SK dimension"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "degrees",
      "appliesTo": "bridge skew"
    },
    {
      "label": "Bay spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "deck level plan, repeated 4 times"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "",
      "appliesTo": "deck level plan, overall transverse dimension"
    },
    {
      "label": "Edge dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck level plan, edge strip"
    },
    {
      "label": "Typical spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "deck plan, marked TYP."
    },
    {
      "label": "Bay spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "foundation level plan, repeated 4 times per panel"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "",
      "appliesTo": "foundation level plan, overall transverse dimension"
    },
    {
      "label": "Edge dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "foundation level plan, edge strip, repeated 2 times per panel"
    },
    {
      "label": "Scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "Half Plan Showing Deck Level / Foundation Level"
    },
    {
      "label": "Scale",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "Key Plan"
    },
    {
      "label": "Proposed Chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "Key Plan data box"
    },
    {
      "label": "Structure Type",
      "value": "MJBR",
      "unit": "",
      "appliesTo": "Key Plan data box"
    },
    {
      "label": "Skew",
      "value": "30",
      "unit": "degrees",
      "appliesTo": "Key Plan data box"
    },
    {
      "label": "Proposed Span",
      "value": "2X40m",
      "unit": "",
      "appliesTo": "Key Plan data box"
    },
    {
      "label": "Chainage marker",
      "value": "64+400",
      "unit": "",
      "appliesTo": "Key Plan"
    },
    {
      "label": "Chainage marker",
      "value": "64+500",
      "unit": "",
      "appliesTo": "Key Plan"
    }
  ],
  "notes": [
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "TO KHANDWA",
    "PROPOSAL: New Construction",
    "STRUCTURE TYPE: MJBR",
    "PROPOSED SPAN: 2X40m",
    "SKEW: 30°"
  ],
  "labels": [
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "KEY PLAN",
    "LEGEND",
    "ROW",
    "RET./TOE WALL",
    "C OF EXP. JOINT",
    "A1"
  ],
  "description": "This crop shows two half-plan views of a skewed bridge deck (upper) and its foundation level (lower), both at scale 1:300, alongside a small-scale Key Plan (1:2000) locating the structure along a road alignment near a river crossing with ROW and retaining/toe wall annotations. A legend at bottom right defines abbreviations for RCC, PCC, ground level, centerline, foundation, and cap top levels. Dimensions given include overall skewed length, bay spacings, and edge strips for both deck and foundation plans, along with a proposed 2x40m span structure at chainage 64+412 with a 30° skew."
}

Pier Abutment Foundation Retaining Wall

done

pier_abutment_foundation_retaining_wall_p01_r02Substructure

Plan7 objects · 18 measurements · 7 notes · 8 labels

This crop shows two half-plan views of a skewed bridge deck (upper) and its foundation level (lower), both at scale 1:300, alongside a small-scale Key Plan (1:2000) locating the structure along a road alignment near a river crossing with ROW and retaining/toe wall annotations. A legend at bottom right defines abbreviations for RCC, PCC, ground level, centerline, foundation, and cap top levels. Dimensions given include overall skewed length, bay spacings, and edge strips for both deck and foundation plans, along with a proposed 2x40m span structure at chainage 64+412 with a 30° skew.

Objects · 7

MarkObjectNo.ShapeMaterialNote
Foundation piles/borehole grid pattern (circular marks in skewed plan)circularRows of circles shown within the skewed deck/foundation plan bays, spacing labeled 3750 between rows; likely pile or borehole locations, unclear which without more context
Independent Retaining Wall2rectangular/linearLabeled at the upper right edge of both skewed foundation-level plan panels
Median Wall1rectangular/linearPCC M15 (Plain Cement Concrete)Located between the two foundation-level plan panels, at the median gap
A1Expansion Joint (centerline marker)1linearMarked as centerline of expansion joint at top of deck-level plan
RET./TOE WALLRetaining/Toe Wall (Key Plan)2linearShown twice in Key Plan along the roadway alignment
ROWRoad/Right-of-Way boundary lines4linearMultiple ROW labels along the alignment in Key Plan
Borehole location markerscircular with crossLegend symbol defined; actual locations not clearly counted in this crop

Measurements · 18

MeasurementValueUnitApplies to
Overall length (square)40000deck plan, SQ dimension
Overall length (skew)46189deck plan, SK dimension
Skew angle30degreesbridge skew
Bay spacing3500deck level plan, repeated 4 times
Total width16550deck level plan, overall transverse dimension
Edge dimension1275deck level plan, edge strip
Typical spacing5000deck plan, marked TYP.
Bay spacing3750foundation level plan, repeated 4 times per panel
Total width16550foundation level plan, overall transverse dimension
Edge dimension775foundation level plan, edge strip, repeated 2 times per panel
Scale1:300Half Plan Showing Deck Level / Foundation Level
Scale1:2000Key Plan
Proposed Chainage64+412Key Plan data box
Structure TypeMJBRKey Plan data box
Skew30degreesKey Plan data box
Proposed Span2X40mKey Plan data box
Chainage marker64+400Key Plan
Chainage marker64+500Key Plan

Labels

HALF PLAN SHOWING DECK LEVELHALF PLAN SHOWING FOUNDATION LEVELKEY PLANLEGENDROWRET./TOE WALLC OF EXP. JOINTA1

Notes

  • INDEPENDENT RETAINING WALL
  • MEDIAN WALL PCC M15
  • TO KHANDWA
  • PROPOSAL: New Construction
  • STRUCTURE TYPE: MJBR
  • PROPOSED SPAN: 2X40m
  • SKEW: 30°

anthropic/claude-sonnet-5 · 7597 tokens · 18.9s

item · 2707 × 1989

P1 / A1

page 1 · pier_and_abutment_foundations_p01_r07
Original
P1 / A1
{
  "view": "Plan",
  "objects": [
    {
      "name": "Pile foundation (piles shown in plan, skewed grid)",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Shown as circles in a skewed grid pattern under two half-plan panels labelled foundation level"
    },
    {
      "name": "Retaining wall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Labelled 'INDEPENDENT RETAINING WALL', one at top and one at bottom of the skewed panels"
    },
    {
      "name": "Median wall",
      "tag": "",
      "shape": "rectangular (narrow strip)",
      "material": "PCC M15",
      "count": 1,
      "note": "Located between the two skewed deck/foundation panels, labelled 'MEDIAN WALL PCC M15'"
    },
    {
      "name": "Expansion joint centerline marker",
      "tag": "A1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labelled 'C OF EXP. JOINT' with circled tag A1"
    },
    {
      "name": "Bearing/pile cap markers (small squares in lower left partial view)",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Small square markers along the edge of the lower-left partial skewed panel, possibly bearing or joint locations"
    },
    {
      "name": "Direction sign/callout",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Arrow with text 'TO KHANDWA'"
    },
    {
      "name": "Key Plan roadway alignment",
      "tag": "",
      "shape": "linear/curved",
      "material": "",
      "count": 1,
      "note": "Shown in separate Key Plan inset at top right, showing road, river (Sipra River), ROW lines, drain, and RET./TOE WALL"
    },
    {
      "name": "Toe wall / retaining wall (Key Plan)",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labelled 'RET./TOE WALL' in Key Plan inset"
    }
  ],
  "measurements": [
    {
      "label": "Overall length (square)",
      "value": "40000",
      "unit": "",
      "appliesTo": "Bridge/structure plan"
    },
    {
      "label": "Overall length (skew)",
      "value": "46189",
      "unit": "",
      "appliesTo": "Bridge/structure plan"
    },
    {
      "label": "Edge dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "Panel edge, top left"
    },
    {
      "label": "Edge dimension",
      "value": "3500",
      "unit": "",
      "appliesTo": "Repeated segment, left side vertical dimension chain (5 times)"
    },
    {
      "label": "Cumulative dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "Left vertical dimension chain, foundation panel"
    },
    {
      "label": "Edge dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Top edge of upper skewed panel"
    },
    {
      "label": "Repeated segment",
      "value": "3750",
      "unit": "",
      "appliesTo": "Upper skewed panel, vertical dimension chain (4 times)"
    },
    {
      "label": "Cumulative dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "Upper skewed panel vertical total"
    },
    {
      "label": "Edge dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Bottom edge of upper skewed panel / top edge of lower skewed panel"
    },
    {
      "label": "Repeated segment",
      "value": "3750",
      "unit": "",
      "appliesTo": "Lower skewed panel, vertical dimension chain (4 times)"
    },
    {
      "label": "Cumulative dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "Lower skewed panel vertical total"
    },
    {
      "label": "Edge dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Bottom edge of lower skewed panel"
    },
    {
      "label": "Edge dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "Bottom left partial panel edge"
    },
    {
      "label": "Repeated segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "Lower left partial panel vertical dimension chain (4 times)"
    },
    {
      "label": "Cumulative dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "Lower left partial panel vertical total"
    },
    {
      "label": "Scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "Half plan showing foundation level"
    },
    {
      "label": "Scale",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "Key Plan"
    },
    {
      "label": "Structure chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "Title block / structure CH"
    },
    {
      "label": "Proposed span",
      "value": "2X40m",
      "unit": "m",
      "appliesTo": "Title block / proposed span"
    },
    {
      "label": "Skew",
      "value": "30°",
      "unit": "",
      "appliesTo": "Title block / skew"
    },
    {
      "label": "Chainage marker",
      "value": "64+400",
      "unit": "",
      "appliesTo": "Key Plan alignment"
    },
    {
      "label": "Chainage marker",
      "value": "64+500",
      "unit": "",
      "appliesTo": "Key Plan alignment"
    }
  ],
  "notes": [
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "C OF EXP. JOINT",
    "TO KHANDWA",
    "PROPOSED SPAN 2X40m",
    "SKEW 30°",
    "PROPOSAL New Construction",
    "STRUCTURE TYPE MJBR",
    "STRUCTURE CH: 64+412"
  ],
  "labels": [
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)",
    "KEY PLAN",
    "(SCALE 1:2000)",
    "RET./TOE WALL",
    "ROW",
    "A1",
    "ING DECK LEVEL"
  ],
  "description": "This crop shows a partial site/foundation plan for a bridge structure, specifically a 'half plan showing foundation level' at scale 1:300 with skewed dimension grids (16550 total, subdivided into 3750/3500 segments) indicating pile locations, flanked by independent retaining walls and a median wall (PCC M15) between two carriageway panels. An inset 'Key Plan' at scale 1:2000 in the upper right shows the roadway alignment near chainage 64+400 to 64+500 crossing what appears to be the Sipra River, with ROW (right-of-way) lines and a retaining/toe wall, alongside a partial title block giving structure chainage 64+412, proposed span 2x40m, skew 30°, and proposal type 'New Construction'."
}

P1 / A1

done

pier_and_abutment_foundations_p01_r07Substructure

Plan8 objects · 22 measurements · 9 notes · 8 labels

This crop shows a partial site/foundation plan for a bridge structure, specifically a 'half plan showing foundation level' at scale 1:300 with skewed dimension grids (16550 total, subdivided into 3750/3500 segments) indicating pile locations, flanked by independent retaining walls and a median wall (PCC M15) between two carriageway panels. An inset 'Key Plan' at scale 1:2000 in the upper right shows the roadway alignment near chainage 64+400 to 64+500 crossing what appears to be the Sipra River, with ROW (right-of-way) lines and a retaining/toe wall, alongside a partial title block giving structure chainage 64+412, proposed span 2x40m, skew 30°, and proposal type 'New Construction'.

Objects · 8

MarkObjectNo.ShapeMaterialNote
Pile foundation (piles shown in plan, skewed grid)circularreinforced concreteShown as circles in a skewed grid pattern under two half-plan panels labelled foundation level
Retaining wall2rectangularLabelled 'INDEPENDENT RETAINING WALL', one at top and one at bottom of the skewed panels
Median wall1rectangular (narrow strip)PCC M15Located between the two skewed deck/foundation panels, labelled 'MEDIAN WALL PCC M15'
A1Expansion joint centerline marker1Labelled 'C OF EXP. JOINT' with circled tag A1
Bearing/pile cap markers (small squares in lower left partial view)4rectangularSmall square markers along the edge of the lower-left partial skewed panel, possibly bearing or joint locations
Direction sign/callout1Arrow with text 'TO KHANDWA'
Key Plan roadway alignment1linear/curvedShown in separate Key Plan inset at top right, showing road, river (Sipra River), ROW lines, drain, and RET./TOE WALL
Toe wall / retaining wall (Key Plan)1Labelled 'RET./TOE WALL' in Key Plan inset

Measurements · 22

MeasurementValueUnitApplies to
Overall length (square)40000Bridge/structure plan
Overall length (skew)46189Bridge/structure plan
Edge dimension1275Panel edge, top left
Edge dimension3500Repeated segment, left side vertical dimension chain (5 times)
Cumulative dimension16550Left vertical dimension chain, foundation panel
Edge dimension775Top edge of upper skewed panel
Repeated segment3750Upper skewed panel, vertical dimension chain (4 times)
Cumulative dimension16550Upper skewed panel vertical total
Edge dimension775Bottom edge of upper skewed panel / top edge of lower skewed panel
Repeated segment3750Lower skewed panel, vertical dimension chain (4 times)
Cumulative dimension16550Lower skewed panel vertical total
Edge dimension775Bottom edge of lower skewed panel
Edge dimension1275Bottom left partial panel edge
Repeated segment3500Lower left partial panel vertical dimension chain (4 times)
Cumulative dimension16550Lower left partial panel vertical total
Scale1:300Half plan showing foundation level
Scale1:2000Key Plan
Structure chainage64+412Title block / structure CH
Proposed span2X40mmTitle block / proposed span
Skew30°Title block / skew
Chainage marker64+400Key Plan alignment
Chainage marker64+500Key Plan alignment

Labels

HALF PLAN SHOWING FOUNDATION LEVEL(SCALE 1:300)KEY PLAN(SCALE 1:2000)RET./TOE WALLROWA1ING DECK LEVEL

Notes

  • INDEPENDENT RETAINING WALL
  • MEDIAN WALL PCC M15
  • C OF EXP. JOINT
  • TO KHANDWA
  • PROPOSED SPAN 2X40m
  • SKEW 30°
  • PROPOSAL New Construction
  • STRUCTURE TYPE MJBR
  • STRUCTURE CH: 64+412

anthropic/claude-sonnet-5 · 7608 tokens · 21.7s

crop · 1333 × 1499

KEY PLAN

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r01_site_key_plan_showing_row_and_road_alignment
Original
KEY PLAN
{
  "view": "Plan",
  "objects": [
    {
      "name": "Roadway/Highway alignment",
      "tag": "",
      "shape": "linear, curved",
      "material": "",
      "count": 1,
      "note": "Runs diagonally across crop, connecting Dewas and Khandwa directions, crossing a river/nala shown by hatched area"
    },
    {
      "name": "Bridge/Structure (proposed)",
      "tag": "",
      "shape": "rectangular hatched zone",
      "material": "",
      "count": 1,
      "note": "Cross-hatched trapezoidal area over Shipra River indicating the proposed structure location per key plan table"
    },
    {
      "name": "Retaining/Toe Wall",
      "tag": "RET./TOE WALL",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Two callouts labeled 'RET./TOE WALL' on either side of the alignment"
    },
    {
      "name": "Right of Way boundary",
      "tag": "ROW",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Multiple ROW lines/labels bounding the corridor on both sides"
    },
    {
      "name": "Earthen Drain",
      "tag": "",
      "shape": "linear, sinuous",
      "material": "",
      "count": 1,
      "note": "Labeled 'Earthen Drain' near structure area"
    },
    {
      "name": "Utility Pipe/Duct",
      "tag": "",
      "shape": "circular (in plan, linear run)",
      "material": "",
      "count": 1,
      "note": "Text reads 'UTILITY DUCT / RCC PIPE (0.6m DIA)' running parallel to road near CH 64+500"
    },
    {
      "name": "River (Shipra River)",
      "tag": "",
      "shape": "irregular natural watercourse",
      "material": "",
      "count": 1,
      "note": "Labeled 'Shipra River' crossing under proposed structure"
    }
  ],
  "measurements": [
    {
      "label": "Proposed CH",
      "value": "64+412",
      "unit": "",
      "appliesTo": "Structure"
    },
    {
      "label": "Structure Type",
      "value": "MJBR",
      "unit": "",
      "appliesTo": "Structure"
    },
    {
      "label": "Proposed Span",
      "value": "2X40m",
      "unit": "m",
      "appliesTo": "Structure"
    },
    {
      "label": "Skew",
      "value": "30",
      "unit": "degrees",
      "appliesTo": "Structure"
    },
    {
      "label": "Proposal",
      "value": "New Construction",
      "unit": "",
      "appliesTo": "Structure"
    },
    {
      "label": "Chainage marker",
      "value": "64+400",
      "unit": "",
      "appliesTo": "Roadway alignment"
    },
    {
      "label": "Chainage marker",
      "value": "64+500",
      "unit": "",
      "appliesTo": "Roadway alignment"
    },
    {
      "label": "Utility duct/pipe diameter",
      "value": "0.6",
      "unit": "m",
      "appliesTo": "Utility Duct/RCC Pipe"
    },
    {
      "label": "Scale",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "Key Plan drawing scale"
    }
  ],
  "notes": [
    "PROPOSED CH: 64+412",
    "STRUCTURE TYPE MJBR",
    "PROPOSED SPAN 2X40m",
    "SKEW 30°",
    "PROPOSAL New Construction"
  ],
  "labels": [
    "KEY PLAN",
    "(SCALE 1:2000)",
    "TO DEWAS",
    "TO KHANDWA",
    "ROW",
    "RET./ TOE WALL",
    "Shipra River",
    "Earthen Drain",
    "Agriculture Land",
    "N",
    "S",
    "E",
    "W",
    "64+400",
    "64+500"
  ],
  "description": "This is a Key Plan (scale 1:2000) showing the general layout of a proposed road/bridge crossing over the Shipra River, with chainages from approximately 64+400 to 64+500. It indicates the ROW boundaries, retaining/toe walls, an earthen drain, a utility duct/RCC pipe of 0.6m diameter, and a summary table giving the proposed structure's chainage (64+412), type (MJBR), span (2x40m), skew (30°), and proposal status (New Construction). The crop is an orientation/index drawing rather than a detailed structural plan."
}

KEY PLAN

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r01_site_key_plan_showing_row_and_road_alignment

Plan7 objects · 9 measurements · 5 notes · 15 labels

This is a Key Plan (scale 1:2000) showing the general layout of a proposed road/bridge crossing over the Shipra River, with chainages from approximately 64+400 to 64+500. It indicates the ROW boundaries, retaining/toe walls, an earthen drain, a utility duct/RCC pipe of 0.6m diameter, and a summary table giving the proposed structure's chainage (64+412), type (MJBR), span (2x40m), skew (30°), and proposal status (New Construction). The crop is an orientation/index drawing rather than a detailed structural plan.

Objects · 7

MarkObjectNo.ShapeNote
Roadway/Highway alignment1linear, curvedRuns diagonally across crop, connecting Dewas and Khandwa directions, crossing a river/nala shown by hatched area
Bridge/Structure (proposed)1rectangular hatched zoneCross-hatched trapezoidal area over Shipra River indicating the proposed structure location per key plan table
RET./TOE WALLRetaining/Toe Wall2linearTwo callouts labeled 'RET./TOE WALL' on either side of the alignment
ROWRight of Way boundary4linearMultiple ROW lines/labels bounding the corridor on both sides
Earthen Drain1linear, sinuousLabeled 'Earthen Drain' near structure area
Utility Pipe/Duct1circular (in plan, linear run)Text reads 'UTILITY DUCT / RCC PIPE (0.6m DIA)' running parallel to road near CH 64+500
River (Shipra River)1irregular natural watercourseLabeled 'Shipra River' crossing under proposed structure

Measurements · 9

MeasurementValueUnitApplies to
Proposed CH64+412Structure
Structure TypeMJBRStructure
Proposed Span2X40mmStructure
Skew30degreesStructure
ProposalNew ConstructionStructure
Chainage marker64+400Roadway alignment
Chainage marker64+500Roadway alignment
Utility duct/pipe diameter0.6mUtility Duct/RCC Pipe
Scale1:2000Key Plan drawing scale

Labels

KEY PLAN(SCALE 1:2000)TO DEWASTO KHANDWAROWRET./ TOE WALLShipra RiverEarthen DrainAgriculture LandNSEW64+40064+500

Notes

  • PROPOSED CH: 64+412
  • STRUCTURE TYPE MJBR
  • PROPOSED SPAN 2X40m
  • SKEW 30°
  • PROPOSAL New Construction

anthropic/claude-sonnet-5 · 5314 tokens · 17.4s

crop · 3265 × 2600

p01_r02 half plan showing foundation level

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r02_half_plan_showing_foundation_level
Original
p01_r02 half plan showing foundation level
{
  "view": "Plan",
  "objects": [
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular, skewed",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in half plan showing deck level; girder lines and borehole-like circles indicating beam/bearing positions"
    },
    {
      "name": "Foundation/pile cap layout",
      "tag": "",
      "shape": "rectangular, skewed",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in half plan showing foundation level with circular marks likely representing piles"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Represented as circles in grid pattern within foundation-level half plan"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Marked as C of Exp. Joint at A1 gridline"
    },
    {
      "name": "Median wall",
      "tag": "",
      "shape": "rectangular",
      "material": "PCC M15",
      "count": 1,
      "note": "Located between the two half plans"
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Labeled at both ends of deck-level half plan"
    },
    {
      "name": "Retaining/Toe wall",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown in key plan as RET./TOE WALL labels"
    },
    {
      "name": "Earthen drain",
      "tag": "",
      "shape": "linear",
      "material": "earth",
      "count": 1,
      "note": "Shown in key plan near river crossing"
    },
    {
      "name": "Road/carriageway",
      "tag": "TO KHANDWA",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Direction arrow labeled TO KHANDWA in both plan and key plan"
    },
    {
      "name": "River (Sipra River)",
      "tag": "",
      "shape": "natural watercourse",
      "material": "",
      "count": 1,
      "note": "Shown crossing the alignment in key plan"
    },
    {
      "name": "Borehole location marker",
      "tag": "",
      "shape": "circular with cross",
      "material": "",
      "count": null,
      "note": "Legend symbol; also may appear at other locations not fully visible in this crop"
    }
  ],
  "measurements": [
    {
      "label": "Overall length square",
      "value": "40000",
      "unit": "",
      "appliesTo": "Deck level half plan (SQ)"
    },
    {
      "label": "Overall length skew",
      "value": "46189",
      "unit": "",
      "appliesTo": "Deck level half plan (SK)"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "°",
      "appliesTo": "Bridge skew"
    },
    {
      "label": "Span width dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "Deck level half plan edge"
    },
    {
      "label": "Span width dimension",
      "value": "3500",
      "unit": "",
      "appliesTo": "Deck level half plan girder spacing (x4)"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Deck level half plan"
    },
    {
      "label": "Edge dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "Deck level half plan"
    },
    {
      "label": "Spacing dimension",
      "value": "3750",
      "unit": "",
      "appliesTo": "Foundation level half plan (x4, both sides)"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Foundation level half plan (both halves)"
    },
    {
      "label": "Edge dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Foundation level half plan edges"
    },
    {
      "label": "Typical spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "TYP. spacing in deck plan"
    },
    {
      "label": "Chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "Structure location (CH.)"
    },
    {
      "label": "Chainage marker",
      "value": "64+400",
      "unit": "",
      "appliesTo": "Key plan"
    },
    {
      "label": "Chainage marker",
      "value": "64+500",
      "unit": "",
      "appliesTo": "Key plan"
    },
    {
      "label": "Proposed span",
      "value": "2X40m",
      "unit": "m",
      "appliesTo": "Proposed structure span"
    },
    {
      "label": "Scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "Half plan showing deck/foundation level"
    },
    {
      "label": "Scale",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "Key plan"
    }
  ],
  "notes": [
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "TO KHANDWA",
    "℄ OF EXP. JOINT",
    "30° SKEW",
    "STRUCTURE TYPE: MJBR",
    "SKEW: 30°",
    "PROPOSAL: New Construction",
    "PROPOSED SPAN: 2X40m",
    "CH.: 64+412"
  ],
  "labels": [
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)",
    "KEY PLAN",
    "(SCALE 1:2000)",
    "LEGEND :",
    "BOREHOLE LOCATION",
    "RCC - REINFORCED CEMENT CONCRETE",
    "PCC - PLAIN CEMENT CONCRETE",
    "GL - GROUND LEVEL",
    "℄ - CENTER LINE",
    "FDN - FOUNDATION",
    "LVL - LEVEL",
    "ACTL - ABUTMENT CAP TOP LEVEL",
    "PCTL - PIER CAP TOP LEVEL",
    "ROW",
    "RET./TOE WALL",
    "Sipra River",
    "Earthen Drain",
    "Agriculture Land",
    "A1"
  ],
  "description": "This crop shows two half-plan views of a bridge structure at deck level and foundation level, with detailed skewed dimensions (30° skew, 16550mm width, various 3500/3750mm spacings) indicating girder and pile/foundation layout, along with a median wall and independent retaining walls at both approaches. To the right is a key plan (1:2000) showing the bridge's location crossing the Sipra River near chainage 64+400 to 64+500, flanked by ROW lines, retaining/toe walls, and an earthen drain, with a title block fragment indicating structure type MJBR, proposed span 2X40m, and new construction proposal. A legend defining abbreviations (RCC, PCC, GL, FDN, LVL, ACTL, PCTL) and borehole location symbol is also included at bottom right."
}

p01_r02 half plan showing foundation level

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r02_half_plan_showing_foundation_level

Plan11 objects · 17 measurements · 10 notes · 21 labels

This crop shows two half-plan views of a bridge structure at deck level and foundation level, with detailed skewed dimensions (30° skew, 16550mm width, various 3500/3750mm spacings) indicating girder and pile/foundation layout, along with a median wall and independent retaining walls at both approaches. To the right is a key plan (1:2000) showing the bridge's location crossing the Sipra River near chainage 64+400 to 64+500, flanked by ROW lines, retaining/toe walls, and an earthen drain, with a title block fragment indicating structure type MJBR, proposed span 2X40m, and new construction proposal. A legend defining abbreviations (RCC, PCC, GL, FDN, LVL, ACTL, PCTL) and borehole location symbol is also included at bottom right.

Objects · 11

MarkObjectNo.ShapeMaterialNote
Deck slab2rectangular, skewedreinforced concreteShown in half plan showing deck level; girder lines and borehole-like circles indicating beam/bearing positions
Foundation/pile cap layout2rectangular, skewedreinforced concreteShown in half plan showing foundation level with circular marks likely representing piles
Pilecircularreinforced concreteRepresented as circles in grid pattern within foundation-level half plan
Expansion joint1linearMarked as C of Exp. Joint at A1 gridline
Median wall1rectangularPCC M15Located between the two half plans
Independent retaining wall2linearLabeled at both ends of deck-level half plan
Retaining/Toe wall2Shown in key plan as RET./TOE WALL labels
Earthen drain1linearearthShown in key plan near river crossing
TO KHANDWARoad/carriageway1linearDirection arrow labeled TO KHANDWA in both plan and key plan
River (Sipra River)1natural watercourseShown crossing the alignment in key plan
Borehole location markercircular with crossLegend symbol; also may appear at other locations not fully visible in this crop

Measurements · 17

MeasurementValueUnitApplies to
Overall length square40000Deck level half plan (SQ)
Overall length skew46189Deck level half plan (SK)
Skew angle30°Bridge skew
Span width dimension1275Deck level half plan edge
Span width dimension3500Deck level half plan girder spacing (x4)
Total width16550Deck level half plan
Edge dimension1275Deck level half plan
Spacing dimension3750Foundation level half plan (x4, both sides)
Total width16550Foundation level half plan (both halves)
Edge dimension775Foundation level half plan edges
Typical spacing5000TYP. spacing in deck plan
Chainage64+412Structure location (CH.)
Chainage marker64+400Key plan
Chainage marker64+500Key plan
Proposed span2X40mmProposed structure span
Scale1:300Half plan showing deck/foundation level
Scale1:2000Key plan

Labels

HALF PLAN SHOWING DECK LEVELHALF PLAN SHOWING FOUNDATION LEVEL(SCALE 1:300)KEY PLAN(SCALE 1:2000)LEGEND :BOREHOLE LOCATIONRCC - REINFORCED CEMENT CONCRETEPCC - PLAIN CEMENT CONCRETEGL - GROUND LEVEL℄ - CENTER LINEFDN - FOUNDATIONLVL - LEVELACTL - ABUTMENT CAP TOP LEVELPCTL - PIER CAP TOP LEVELROWRET./TOE WALLSipra RiverEarthen DrainAgriculture LandA1

Notes

  • INDEPENDENT RETAINING WALL
  • MEDIAN WALL PCC M15
  • TO KHANDWA
  • ℄ OF EXP. JOINT
  • 30° SKEW
  • STRUCTURE TYPE: MJBR
  • SKEW: 30°
  • PROPOSAL: New Construction
  • PROPOSED SPAN: 2X40m
  • CH.: 64+412

anthropic/claude-sonnet-5 · 7942 tokens · 21.1s

crop · 3271 × 2317

p01_r03 half plan of bridge deck with crash barriers

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r03_half_plan_of_bridge_deck_with_crash_barriers
Original
p01_r03 half plan of bridge deck with crash barriers
{
  "view": "Plan",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Located at left end of bridge, at expansion joint centerline"
    },
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Located at right end of shown span"
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in half plan at deck level, skewed 30°"
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One on right-side carriageway approach, one on left-side carriageway approach"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear",
      "material": "reinforced concrete",
      "count": 4,
      "note": "Running along both edges of both carriageways"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "At centerline near abutment A1"
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 2,
      "note": "On both outer edges of the deck, at top and bottom of plan"
    },
    {
      "name": "Median",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline of median between left and right bridge carriageways"
    },
    {
      "name": "Girders (deck beams)",
      "tag": "",
      "shape": "longitudinal parallel lines",
      "material": "",
      "count": null,
      "note": "Shown as multiple parallel lines representing girder layout beneath deck, spaced at 3500 typical"
    },
    {
      "name": "Tree/landscape symbols",
      "tag": "",
      "shape": "circular clusters",
      "material": "",
      "count": null,
      "note": "Decorative landscaping symbols shown near abutment approach areas, not a constructional item but shown for context"
    }
  ],
  "measurements": [
    {
      "label": "Overall ROW width",
      "value": "80000",
      "unit": "",
      "appliesTo": "Right of way"
    },
    {
      "label": "Overall width",
      "value": "40000",
      "unit": "",
      "appliesTo": "Bridge cross width (top)"
    },
    {
      "label": "Overall width",
      "value": "40000",
      "unit": "",
      "appliesTo": "Bridge cross width (bottom)"
    },
    {
      "label": "Span length (square)",
      "value": "40000(SQ)",
      "unit": "",
      "appliesTo": "Span between A1 and P1, square measurement"
    },
    {
      "label": "Span length (skew)",
      "value": "46189(SK)",
      "unit": "",
      "appliesTo": "Span between A1 and P1, skew measurement"
    },
    {
      "label": "Span length (square) right side",
      "value": "40000(SQ)",
      "unit": "",
      "appliesTo": "Span beyond P1, square measurement"
    },
    {
      "label": "Span length (skew) right side",
      "value": "46189(SK)",
      "unit": "",
      "appliesTo": "Span beyond P1, skew measurement"
    },
    {
      "label": "Distance (square)",
      "value": "37761(SQ)",
      "unit": "",
      "appliesTo": "Distance between expansion joint and P1 area"
    },
    {
      "label": "Distance (skew)",
      "value": "43603(SK)",
      "unit": "",
      "appliesTo": "Distance between expansion joint and P1 area (skew)"
    },
    {
      "label": "Offset (square)",
      "value": "1070(SQ)",
      "unit": "",
      "appliesTo": "Near abutment A1, expansion joint offset"
    },
    {
      "label": "Offset (skew)",
      "value": "1236(SK)",
      "unit": "",
      "appliesTo": "Near abutment A1, expansion joint offset (skew)"
    },
    {
      "label": "Offset (square)",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "Near pier P1"
    },
    {
      "label": "Offset (skew)",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "Near pier P1 (skew)"
    },
    {
      "label": "Spacing (typical)",
      "value": "5000",
      "unit": "",
      "appliesTo": "RCC crash barrier post spacing, typical"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "Carriageway (both sides)"
    },
    {
      "label": "Width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Bridge width (both carriageways)"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "Footpath"
    },
    {
      "label": "Dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "Edge strip near footpath/crash barrier"
    },
    {
      "label": "Dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "Edge strip near footpath/crash barrier"
    },
    {
      "label": "Median offset",
      "value": "2900",
      "unit": "",
      "appliesTo": "Centerline of median"
    },
    {
      "label": "Girder spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "Approach slab / girder spacing, repeated multiple times"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "degrees",
      "appliesTo": "Bridge skew angle at P1"
    },
    {
      "label": "Offset",
      "value": "1275",
      "unit": "",
      "appliesTo": "Edge offset near P1, top and bottom"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER",
    "5000 (TYP.)",
    "30° SKEW",
    "HALF PLAN SHOWING DECK LEVEL (SCALE 1:300)"
  ],
  "labels": [
    "TO DEWAS",
    "TO PIKARADIYA",
    "A1",
    "P1",
    "C OF EXP. JOINT",
    "C BRIDGE (RIGHT SIDE)",
    "C BRIDGE (LEFT SIDE)",
    "C OF MEDIAN",
    "APPROACH SLAB",
    "FOOTPATH",
    "CARRIAGEWAY",
    "WIDTH",
    "ROW",
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOW..."
  ],
  "description": "This crop shows a half-plan view at deck level of a skewed highway bridge between abutment A1 and pier P1, with the corresponding half plan on the far side extending beyond P1. It details the carriageway widths, footpaths, median, RCC crash barriers, approach slabs, and the 30° skew angle, along with square and skew dimensions for span lengths and offsets. The drawing also indicates directional references 'TO DEWAS' and 'TO PIKARADIYA' and shows landscaped areas near both abutment approaches."
}

p01_r03 half plan of bridge deck with crash barriers

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r03_half_plan_of_bridge_deck_with_crash_barriers

Plan10 objects · 23 measurements · 4 notes · 15 labels

This crop shows a half-plan view at deck level of a skewed highway bridge between abutment A1 and pier P1, with the corresponding half plan on the far side extending beyond P1. It details the carriageway widths, footpaths, median, RCC crash barriers, approach slabs, and the 30° skew angle, along with square and skew dimensions for span lengths and offsets. The drawing also indicates directional references 'TO DEWAS' and 'TO PIKARADIYA' and shows landscaped areas near both abutment approaches.

Objects · 10

MarkObjectNo.ShapeMaterialNote
A1Abutment1reinforced concreteLocated at left end of bridge, at expansion joint centerline
P1Pier1reinforced concreteLocated at right end of shown span
Deck slab1rectangular (skewed)reinforced concreteShown in half plan at deck level, skewed 30°
Approach slab2rectangularreinforced concreteOne on right-side carriageway approach, one on left-side carriageway approach
RCC crash barrier4linearreinforced concreteRunning along both edges of both carriageways
Expansion joint1linearAt centerline near abutment A1
Footpath2rectangular stripOn both outer edges of the deck, at top and bottom of plan
Median1linearCenterline of median between left and right bridge carriageways
Girders (deck beams)longitudinal parallel linesShown as multiple parallel lines representing girder layout beneath deck, spaced at 3500 typical
Tree/landscape symbolscircular clustersDecorative landscaping symbols shown near abutment approach areas, not a constructional item but shown for context

Measurements · 23

MeasurementValueUnitApplies to
Overall ROW width80000Right of way
Overall width40000Bridge cross width (top)
Overall width40000Bridge cross width (bottom)
Span length (square)40000(SQ)Span between A1 and P1, square measurement
Span length (skew)46189(SK)Span between A1 and P1, skew measurement
Span length (square) right side40000(SQ)Span beyond P1, square measurement
Span length (skew) right side46189(SK)Span beyond P1, skew measurement
Distance (square)37761(SQ)Distance between expansion joint and P1 area
Distance (skew)43603(SK)Distance between expansion joint and P1 area (skew)
Offset (square)1070(SQ)Near abutment A1, expansion joint offset
Offset (skew)1236(SK)Near abutment A1, expansion joint offset (skew)
Offset (square)1170(SQ)Near pier P1
Offset (skew)1350(SK)Near pier P1 (skew)
Spacing (typical)5000RCC crash barrier post spacing, typical
Carriageway width13500Carriageway (both sides)
Width16550Bridge width (both carriageways)
Footpath width1500Footpath
Dimension450Edge strip near footpath/crash barrier
Dimension100Edge strip near footpath/crash barrier
Median offset2900Centerline of median
Girder spacing3500Approach slab / girder spacing, repeated multiple times
Skew angle30degreesBridge skew angle at P1
Offset1275Edge offset near P1, top and bottom

Labels

TO DEWASTO PIKARADIYAA1P1C OF EXP. JOINTC BRIDGE (RIGHT SIDE)C BRIDGE (LEFT SIDE)C OF MEDIANAPPROACH SLABFOOTPATHCARRIAGEWAYWIDTHROWHALF PLAN SHOWING DECK LEVELHALF PLAN SHOW...

Notes

  • RCC CRASH BARRIER
  • 5000 (TYP.)
  • 30° SKEW
  • HALF PLAN SHOWING DECK LEVEL (SCALE 1:300)

anthropic/claude-sonnet-5 · 7419 tokens · 20.4s

crop · 2303 × 720

p01_r04 half plan showing deck level

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r04_half_plan_showing_deck_level
Original
p01_r04 half plan showing deck level
{
  "view": "Plan",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "marked with circle symbol, at expansion joint centerline"
    },
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "marked with circle symbol at far right"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "centerline shown at A1"
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear",
      "material": "reinforced concrete",
      "count": 1,
      "note": "runs along edge of carriageway, callout labeled"
    },
    {
      "name": "Deck slab",
      "tag": "SLAB",
      "shape": "rectangular/skewed",
      "material": "",
      "count": 1,
      "note": "labeled centerline dimension 3500 shown near slab edge"
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "width 1500 shown with hatching pattern"
    },
    {
      "name": "Expansion joint markers",
      "tag": "",
      "shape": "small square symbols",
      "material": "",
      "count": 9,
      "note": "repeated small square symbols spaced along deck, likely joint/drainage or bearing markers"
    },
    {
      "name": "Landscaping/tree symbols",
      "tag": "",
      "shape": "circular cluster symbols",
      "material": "",
      "count": 8,
      "note": "decorative planting shown in fan-shaped area near abutment"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "40000",
      "unit": "",
      "appliesTo": "cross-section width at left edge"
    },
    {
      "label": "Footpath offset",
      "value": "450",
      "unit": "",
      "appliesTo": "footpath edge dimension"
    },
    {
      "label": "Gap dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "small gap near footpath"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "FOOTPATH"
    },
    {
      "label": "Carriageway width",
      "value": "450",
      "unit": "",
      "appliesTo": "below footpath, partial label '...50 WIDTH ...RRIAGEWAY'"
    },
    {
      "label": "Slab offset",
      "value": "3500",
      "unit": "",
      "appliesTo": "SLAB centerline dimension"
    },
    {
      "label": "Span square length",
      "value": "40000",
      "unit": "",
      "appliesTo": "A1 to P1, (SQ)"
    },
    {
      "label": "Span skew length",
      "value": "46189",
      "unit": "",
      "appliesTo": "A1 to P1, (SK)"
    },
    {
      "label": "Span square length (inner)",
      "value": "37761",
      "unit": "",
      "appliesTo": "between A1 and P1, (SQ)"
    },
    {
      "label": "Span skew length (inner)",
      "value": "43603",
      "unit": "",
      "appliesTo": "between A1 and P1, (SK)"
    },
    {
      "label": "Offset square",
      "value": "1070",
      "unit": "",
      "appliesTo": "near A1, (SQ)"
    },
    {
      "label": "Offset skew",
      "value": "1236",
      "unit": "",
      "appliesTo": "near A1, (SK)"
    },
    {
      "label": "Offset square",
      "value": "1170",
      "unit": "",
      "appliesTo": "near P1, (SQ)"
    },
    {
      "label": "Offset skew",
      "value": "1350",
      "unit": "",
      "appliesTo": "near P1, (SK)"
    },
    {
      "label": "Typical spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "TYP. spacing of deck markers/joints"
    }
  ],
  "notes": [
    "TO DEWAS",
    "C OF EXP. JOINT",
    "RCC CRASH BARRIER",
    "5000 (TYP.)",
    "FOOTPATH",
    "C BRIDGE (RIGHT SIDE)"
  ],
  "labels": [
    "A1",
    "P1",
    "SLAB",
    "40000",
    "450",
    "100",
    "1500",
    "3500",
    "40000(SQ)",
    "46189(SK)",
    "37761(SQ)",
    "43603(SK)",
    "1070(SQ)",
    "1236(SK)",
    "1170(SQ)",
    "1350(SK)",
    "5000 (TYP.)"
  ],
  "description": "This crop shows a plan view of a bridge deck between abutment A1 and pier P1, including centerline dimensions along the skew and square directions, an expansion joint centerline at A1, footpath and carriageway widths, an RCC crash barrier along the deck edge, and a landscaped fan-shaped area with tree symbols near the abutment approach. Small square symbols spaced at 5000 units (TYP.) along the deck likely represent drainage spouts or joint markers. The label 'TO DEWAS' with an arrow indicates the direction of the roadway alignment at the top left of the drawing."
}

p01_r04 half plan showing deck level

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r04_half_plan_showing_deck_level

Plan8 objects · 15 measurements · 6 notes · 17 labels

This crop shows a plan view of a bridge deck between abutment A1 and pier P1, including centerline dimensions along the skew and square directions, an expansion joint centerline at A1, footpath and carriageway widths, an RCC crash barrier along the deck edge, and a landscaped fan-shaped area with tree symbols near the abutment approach. Small square symbols spaced at 5000 units (TYP.) along the deck likely represent drainage spouts or joint markers. The label 'TO DEWAS' with an arrow indicates the direction of the roadway alignment at the top left of the drawing.

Objects · 8

MarkObjectNo.ShapeMaterialNote
A1Abutment1marked with circle symbol, at expansion joint centerline
P1Pier1marked with circle symbol at far right
Expansion joint1linearcenterline shown at A1
RCC crash barrier1linearreinforced concreteruns along edge of carriageway, callout labeled
SLABDeck slab1rectangular/skewedlabeled centerline dimension 3500 shown near slab edge
Footpath1rectangularwidth 1500 shown with hatching pattern
Expansion joint markers9small square symbolsrepeated small square symbols spaced along deck, likely joint/drainage or bearing markers
Landscaping/tree symbols8circular cluster symbolsdecorative planting shown in fan-shaped area near abutment

Measurements · 15

MeasurementValueApplies to
Overall width40000cross-section width at left edge
Footpath offset450footpath edge dimension
Gap dimension100small gap near footpath
Footpath width1500FOOTPATH
Carriageway width450below footpath, partial label '...50 WIDTH ...RRIAGEWAY'
Slab offset3500SLAB centerline dimension
Span square length40000A1 to P1, (SQ)
Span skew length46189A1 to P1, (SK)
Span square length (inner)37761between A1 and P1, (SQ)
Span skew length (inner)43603between A1 and P1, (SK)
Offset square1070near A1, (SQ)
Offset skew1236near A1, (SK)
Offset square1170near P1, (SQ)
Offset skew1350near P1, (SK)
Typical spacing5000TYP. spacing of deck markers/joints

Labels

A1P1SLAB400004501001500350040000(SQ)46189(SK)37761(SQ)43603(SK)1070(SQ)1236(SK)1170(SQ)1350(SK)5000 (TYP.)

Notes

  • TO DEWAS
  • C OF EXP. JOINT
  • RCC CRASH BARRIER
  • 5000 (TYP.)
  • FOOTPATH
  • C BRIDGE (RIGHT SIDE)

anthropic/claude-sonnet-5 · 4647 tokens · 16.2s

crop · 1823 × 2108

p01_r05 half plan showing deck level

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r05_half_plan_showing_deck_level
Original
p01_r05 half plan showing deck level
{
  "view": "Plan",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "rectangular, skewed alignment",
      "material": "reinforced concrete",
      "count": 1,
      "note": "marked with detail bubble A1 at centerline of expansion joint"
    },
    {
      "name": "Approach Slab",
      "tag": "",
      "shape": "rectangular, skewed",
      "material": "reinforced concrete",
      "count": 2,
      "note": "one each for right and left carriageway"
    },
    {
      "name": "Expansion Joint",
      "tag": "",
      "shape": "linear, skewed",
      "material": "",
      "count": 1,
      "note": "centerline shown at abutment A1, dimensions 1070(SQ)/1236(SK)"
    },
    {
      "name": "RCC Crash Barrier",
      "tag": "",
      "shape": "linear, rectangular section",
      "material": "reinforced concrete",
      "count": 2,
      "note": "one along median edge, one along outer edge; callout leader shown"
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "linear strip",
      "material": "",
      "count": 2,
      "note": "1500mm wide footpaths on outer edges of both carriageways"
    },
    {
      "name": "Median",
      "tag": "",
      "shape": "linear strip",
      "material": "",
      "count": 1,
      "note": "centerline of median between two carriageways, width 2900"
    },
    {
      "name": "Drainage Inlet / Scupper",
      "tag": "",
      "shape": "small square symbol",
      "material": "",
      "count": 10,
      "note": "repeated small square symbols along carriageway edges, likely drainage spouts/scuppers"
    },
    {
      "name": "Trees/Vegetation",
      "tag": "",
      "shape": "irregular clusters",
      "material": "",
      "count": null,
      "note": "shown symbolically at both approach ends, not a constructional item but indicates existing ground/landscape"
    },
    {
      "name": "Expansion Joint Marks (Small triangular symbols)",
      "tag": "",
      "shape": "triangular symbols in a row",
      "material": "",
      "count": 7,
      "note": "repeated symbols along top edge of carriageway, likely joint or marker locations"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "40000",
      "unit": "mm",
      "appliesTo": "cross-section width, both sides"
    },
    {
      "label": "Footpath width",
      "value": "1500",
      "unit": "mm",
      "appliesTo": "Footpath"
    },
    {
      "label": "Kerb/edge strip",
      "value": "100",
      "unit": "mm",
      "appliesTo": "edge strip adjacent to footpath"
    },
    {
      "label": "Crash barrier offset",
      "value": "450",
      "unit": "mm",
      "appliesTo": "RCC Crash Barrier position, repeated multiple locations"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "mm",
      "appliesTo": "Carriageway (right and left)"
    },
    {
      "label": "Bridge width (right/left)",
      "value": "16550",
      "unit": "mm",
      "appliesTo": "Bridge width, right and left side"
    },
    {
      "label": "Median width",
      "value": "2900",
      "unit": "mm",
      "appliesTo": "Median"
    },
    {
      "label": "Approach slab length",
      "value": "3500",
      "unit": "mm",
      "appliesTo": "Approach Slab, both sides"
    },
    {
      "label": "Expansion joint offset (square)",
      "value": "1070",
      "unit": "mm",
      "appliesTo": "Expansion Joint (SQ)"
    },
    {
      "label": "Expansion joint offset (skew)",
      "value": "1236",
      "unit": "mm",
      "appliesTo": "Expansion Joint (SK)"
    },
    {
      "label": "Overall dimension (square)",
      "value": "40000",
      "unit": "mm",
      "appliesTo": "overall plan dimension SQ"
    },
    {
      "label": "Overall dimension (skew)",
      "value": "46189",
      "unit": "mm",
      "appliesTo": "overall plan dimension SK"
    },
    {
      "label": "Secondary overall dimension (square)",
      "value": "37761",
      "unit": "mm",
      "appliesTo": "secondary plan dimension SQ"
    },
    {
      "label": "Secondary overall dimension (skew)",
      "value": "43603",
      "unit": "mm",
      "appliesTo": "secondary plan dimension SK"
    },
    {
      "label": "Typical spacing",
      "value": "5000",
      "unit": "mm",
      "appliesTo": "repeated spacing marks along carriageway (TYP.)"
    }
  ],
  "notes": [
    "TO DEWAS",
    "TO PIKARADIYA",
    "5000 (TYP.)",
    "RCC CRA... (truncated, likely 'RCC CRASH BARRIER')",
    "RCC CRASH BARRIER"
  ],
  "labels": [
    "A1",
    "C OF EXP. JOINT",
    "C BRIDGE (RIGHT SIDE)",
    "C BRIDGE (LEFT SIDE)",
    "C OF MEDIAN",
    "APPROACH SLAB",
    "FOOTPATH",
    "16550 WIDTH",
    "13500 CARRIAGEWAY"
  ],
  "description": "This crop shows a plan view of a bridge deck and its approach slabs at abutment A1, including dimensions for carriageway widths, footpaths, median, and expansion joint offsets for both square (SQ) and skew (SK) alignments. It also shows RCC crash barriers along both carriageways and directional labels indicating traffic flow toward Dewas and Pikaradiya. The drawing is a fragment of a larger bridge general arrangement plan, focusing on one end (abutment A1) with symbolic tree/vegetation representation at both approach ends."
}

p01_r05 half plan showing deck level

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r05_half_plan_showing_deck_level

Plan9 objects · 15 measurements · 5 notes · 9 labels

This crop shows a plan view of a bridge deck and its approach slabs at abutment A1, including dimensions for carriageway widths, footpaths, median, and expansion joint offsets for both square (SQ) and skew (SK) alignments. It also shows RCC crash barriers along both carriageways and directional labels indicating traffic flow toward Dewas and Pikaradiya. The drawing is a fragment of a larger bridge general arrangement plan, focusing on one end (abutment A1) with symbolic tree/vegetation representation at both approach ends.

Objects · 9

MarkObjectNo.ShapeMaterialNote
A1Abutment1rectangular, skewed alignmentreinforced concretemarked with detail bubble A1 at centerline of expansion joint
Approach Slab2rectangular, skewedreinforced concreteone each for right and left carriageway
Expansion Joint1linear, skewedcenterline shown at abutment A1, dimensions 1070(SQ)/1236(SK)
RCC Crash Barrier2linear, rectangular sectionreinforced concreteone along median edge, one along outer edge; callout leader shown
Footpath2linear strip1500mm wide footpaths on outer edges of both carriageways
Median1linear stripcenterline of median between two carriageways, width 2900
Drainage Inlet / Scupper10small square symbolrepeated small square symbols along carriageway edges, likely drainage spouts/scuppers
Trees/Vegetationirregular clustersshown symbolically at both approach ends, not a constructional item but indicates existing ground/landscape
Expansion Joint Marks (Small triangular symbols)7triangular symbols in a rowrepeated symbols along top edge of carriageway, likely joint or marker locations

Measurements · 15

MeasurementValueUnitApplies to
Overall width40000mmcross-section width, both sides
Footpath width1500mmFootpath
Kerb/edge strip100mmedge strip adjacent to footpath
Crash barrier offset450mmRCC Crash Barrier position, repeated multiple locations
Carriageway width13500mmCarriageway (right and left)
Bridge width (right/left)16550mmBridge width, right and left side
Median width2900mmMedian
Approach slab length3500mmApproach Slab, both sides
Expansion joint offset (square)1070mmExpansion Joint (SQ)
Expansion joint offset (skew)1236mmExpansion Joint (SK)
Overall dimension (square)40000mmoverall plan dimension SQ
Overall dimension (skew)46189mmoverall plan dimension SK
Secondary overall dimension (square)37761mmsecondary plan dimension SQ
Secondary overall dimension (skew)43603mmsecondary plan dimension SK
Typical spacing5000mmrepeated spacing marks along carriageway (TYP.)

Labels

A1C OF EXP. JOINTC BRIDGE (RIGHT SIDE)C BRIDGE (LEFT SIDE)C OF MEDIANAPPROACH SLABFOOTPATH16550 WIDTH13500 CARRIAGEWAY

Notes

  • TO DEWAS
  • TO PIKARADIYA
  • 5000 (TYP.)
  • RCC CRA... (truncated, likely 'RCC CRASH BARRIER')
  • RCC CRASH BARRIER

anthropic/claude-sonnet-5 · 7883 tokens · 18.6s

crop · 908 × 660

p01_r06 half plan showing deck level

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r06_half_plan_showing_deck_level
Original
p01_r06 half plan showing deck level
{
  "view": "Plan",
  "objects": [
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Runs along the deck edge, labelled directly with leader line"
    },
    {
      "name": "Bearing/support symbol",
      "tag": "",
      "shape": "small square with cross",
      "material": "",
      "count": 4,
      "note": "Evenly spaced symbols along top edge, spacing dimensioned as 5000 (TYP.)"
    },
    {
      "name": "Pier/support marker",
      "tag": "P1",
      "shape": "circular callout",
      "material": "",
      "count": 1,
      "note": "Marks a support/pier location at top right, aligned with dimension lines"
    },
    {
      "name": "Hatched pad/block",
      "tag": "",
      "shape": "rectangular, hatched",
      "material": "",
      "count": 3,
      "note": "Small hatched rectangular blocks near the skewed deck edge, possibly bearing pads or expansion details"
    },
    {
      "name": "Small inset square marker",
      "tag": "",
      "shape": "square with inner square",
      "material": "",
      "count": 3,
      "note": "Repeated along the sloped/skewed edge line, likely bearing or joint markers"
    }
  ],
  "measurements": [
    {
      "label": "6189(SK)",
      "value": "6189",
      "unit": "",
      "appliesTo": "overall skew dimension, top left"
    },
    {
      "label": "3603(SK)",
      "value": "3603",
      "unit": "",
      "appliesTo": "skew dimension, second line"
    },
    {
      "label": "1170(SQ)",
      "value": "1170",
      "unit": "",
      "appliesTo": "square dimension near P1"
    },
    {
      "label": "1350(SK)",
      "value": "1350",
      "unit": "",
      "appliesTo": "skew dimension near P1"
    },
    {
      "label": "5000 (TYP.)",
      "value": "5000",
      "unit": "",
      "appliesTo": "typical spacing between bearing/support symbols along deck edge"
    }
  ],
  "notes": [
    "RCC CRASH BARRIER"
  ],
  "labels": [
    "P1",
    "RCC CRASH BARRIER",
    "5000 (TYP.)",
    "6189(SK)",
    "3603(SK)",
    "1170(SQ)",
    "1350(SK)"
  ],
  "description": "This crop shows a partial plan view of a bridge deck edge, including an RCC crash barrier running along the top edge, a series of small bearing or support symbols spaced at a typical 5000 unit interval, and a pier/support point labelled P1 with associated skew and square dimensions. Hatched rectangular blocks along the skewed lower-right edge likely represent bearing pads or joint details at a pier or abutment line. The crop appears to document part of the deck plan layout with dimensioning for skewed versus square measurements relative to a support point."
}

p01_r06 half plan showing deck level

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r06_half_plan_showing_deck_level

Plan5 objects · 5 measurements · 1 note · 7 labels

This crop shows a partial plan view of a bridge deck edge, including an RCC crash barrier running along the top edge, a series of small bearing or support symbols spaced at a typical 5000 unit interval, and a pier/support point labelled P1 with associated skew and square dimensions. Hatched rectangular blocks along the skewed lower-right edge likely represent bearing pads or joint details at a pier or abutment line. The crop appears to document part of the deck plan layout with dimensioning for skewed versus square measurements relative to a support point.

Objects · 5

MarkObjectNo.ShapeMaterialNote
RCC crash barrier1rectangularreinforced concreteRuns along the deck edge, labelled directly with leader line
Bearing/support symbol4small square with crossEvenly spaced symbols along top edge, spacing dimensioned as 5000 (TYP.)
P1Pier/support marker1circular calloutMarks a support/pier location at top right, aligned with dimension lines
Hatched pad/block3rectangular, hatchedSmall hatched rectangular blocks near the skewed deck edge, possibly bearing pads or expansion details
Small inset square marker3square with inner squareRepeated along the sloped/skewed edge line, likely bearing or joint markers

Measurements · 5

MeasurementValueApplies to
6189(SK)6189overall skew dimension, top left
3603(SK)3603skew dimension, second line
1170(SQ)1170square dimension near P1
1350(SK)1350skew dimension near P1
5000 (TYP.)5000typical spacing between bearing/support symbols along deck edge

Labels

P1RCC CRASH BARRIER5000 (TYP.)6189(SK)3603(SK)1170(SQ)1350(SK)

Notes

  • RCC CRASH BARRIER

anthropic/claude-sonnet-5 · 3481 tokens · 16.0s

crop · 2661 × 1956

p01_r07 half plan showing foundation level

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r07_half_plan_showing_foundation_level
Original
p01_r07 half plan showing foundation level
{
  "view": "Plan",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "skewed rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked at centerline of expansion joint, skew abutment plan"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 40,
      "note": "Shown as circles in foundation half-plans, arranged in grid rows of 5 across two skewed foundation blocks"
    },
    {
      "name": "Independent Retaining Wall",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 2,
      "note": "Called out at both ends of the foundation plans"
    },
    {
      "name": "Median Wall",
      "tag": "",
      "shape": "rectangular strip",
      "material": "PCC M15",
      "count": 1,
      "note": "Located between the two skewed foundation blocks"
    },
    {
      "name": "Retaining/Toe Wall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Shown in key plan"
    },
    {
      "name": "Bridge/Road alignment",
      "tag": "",
      "shape": "linear strip",
      "material": "",
      "count": 1,
      "note": "Shown crossing river in key plan, hatched deck area"
    },
    {
      "name": "Bearing/Support markers",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": 4,
      "note": "Small square symbols on deck-level half plan at left, likely bearing positions"
    }
  ],
  "measurements": [
    {
      "label": "Overall length (square)",
      "value": "40000",
      "unit": "",
      "appliesTo": "Bridge/Abutment plan"
    },
    {
      "label": "Overall length (skew)",
      "value": "46189",
      "unit": "",
      "appliesTo": "Bridge/Abutment plan"
    },
    {
      "label": "Transverse dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Foundation plan edge strip"
    },
    {
      "label": "Bay spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "Foundation plan pile bay, repeated 4 times per block"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Foundation plan block width"
    },
    {
      "label": "Transverse dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "Deck level half plan edge strip"
    },
    {
      "label": "Bay spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "Deck level half plan bay, repeated 4 times"
    },
    {
      "label": "Total width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Deck level half plan block width"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "°",
      "appliesTo": "Bridge structure (from key plan data table)"
    },
    {
      "label": "Proposed span",
      "value": "2X40m",
      "unit": "",
      "appliesTo": "Structure (from key plan data table)"
    },
    {
      "label": "Chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "Structure location"
    },
    {
      "label": "Chainage marker",
      "value": "64+400",
      "unit": "",
      "appliesTo": "Key plan"
    },
    {
      "label": "Chainage marker",
      "value": "64+500",
      "unit": "",
      "appliesTo": "Key plan"
    }
  ],
  "notes": [
    "TO KHANDWA (direction arrow)",
    "C OF EXP. JOINT (centerline of expansion joint)",
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "RET./TOE WALL",
    "PROPOSED SPAN: MJBR",
    "PROPOSAL: New Construction",
    "SKEW: 30°"
  ],
  "labels": [
    "HALF PLAN SHOWING FOUNDATION LEVEL (SCALE 1:300)",
    "...NG DECK LEVEL (partial label, likely 'HALF PLAN SHOWING DECK LEVEL')",
    "KEY PLAN (SCALE 1:2000)",
    "ROW",
    "Shipra River",
    "Agricultur... (partial)",
    "en Drain (partial)"
  ],
  "description": "This crop shows two half-plan drawings of a skewed bridge foundation and deck, including pile layouts, abutment A1, retaining walls, and a median wall, alongside a small key plan (scale 1:2000) locating the structure relative to the Shipra River, road alignment, and chainage markers 64+400 and 64+500. A partial data table in the upper right lists structure type, skew, proposed span, and chainage 64+412. The drawing documents the bridge's substructure geometry and its site context rather than superstructure details."
}

p01_r07 half plan showing foundation level

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r07_half_plan_showing_foundation_level

Plan7 objects · 13 measurements · 8 notes · 7 labels

This crop shows two half-plan drawings of a skewed bridge foundation and deck, including pile layouts, abutment A1, retaining walls, and a median wall, alongside a small key plan (scale 1:2000) locating the structure relative to the Shipra River, road alignment, and chainage markers 64+400 and 64+500. A partial data table in the upper right lists structure type, skew, proposed span, and chainage 64+412. The drawing documents the bridge's substructure geometry and its site context rather than superstructure details.

Objects · 7

MarkObjectNo.ShapeMaterialNote
A1Abutment1skewed rectangularreinforced concreteMarked at centerline of expansion joint, skew abutment plan
Pile40circularreinforced concreteShown as circles in foundation half-plans, arranged in grid rows of 5 across two skewed foundation blocks
Independent Retaining Wall2rectangularconcreteCalled out at both ends of the foundation plans
Median Wall1rectangular stripPCC M15Located between the two skewed foundation blocks
Retaining/Toe Wall1linearShown in key plan
Bridge/Road alignment1linear stripShown crossing river in key plan, hatched deck area
Bearing/Support markers4squareSmall square symbols on deck-level half plan at left, likely bearing positions

Measurements · 13

MeasurementValueUnitApplies to
Overall length (square)40000Bridge/Abutment plan
Overall length (skew)46189Bridge/Abutment plan
Transverse dimension775Foundation plan edge strip
Bay spacing3750Foundation plan pile bay, repeated 4 times per block
Total width16550Foundation plan block width
Transverse dimension1275Deck level half plan edge strip
Bay spacing3500Deck level half plan bay, repeated 4 times
Total width16550Deck level half plan block width
Skew angle30°Bridge structure (from key plan data table)
Proposed span2X40mStructure (from key plan data table)
Chainage64+412Structure location
Chainage marker64+400Key plan
Chainage marker64+500Key plan

Labels

HALF PLAN SHOWING FOUNDATION LEVEL (SCALE 1:300)...NG DECK LEVEL (partial label, likely 'HALF PLAN SHOWING DECK LEVEL')KEY PLAN (SCALE 1:2000)ROWShipra RiverAgricultur... (partial)en Drain (partial)

Notes

  • TO KHANDWA (direction arrow)
  • C OF EXP. JOINT (centerline of expansion joint)
  • INDEPENDENT RETAINING WALL
  • MEDIAN WALL PCC M15
  • RET./TOE WALL
  • PROPOSED SPAN: MJBR
  • PROPOSAL: New Construction
  • SKEW: 30°

anthropic/claude-sonnet-5 · 6860 tokens · 16.6s

crop · 1948 × 2249

p01_r08 half plan of pier and abutment foundations

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r08_half_plan_of_pier_and_abutment_foundations
Original
p01_r08 half plan of pier and abutment foundations
{
  "view": "Plan",
  "objects": [
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 40,
      "note": "shown as circles arranged in a grid within a skewed foundation outline, appears twice (two separate foundation groups) - count is approximate total visible circles across both groups"
    },
    {
      "name": "Foundation/pile cap outline",
      "tag": "",
      "shape": "trapezoidal/skewed rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "two skewed foundation plan outlines, upper and lower, likely representing two separate substructure units (e.g., abutment or pier foundations) separated by a median wall"
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "rectangular (linear wall in plan)",
      "material": "",
      "count": 2,
      "note": "labeled adjacent to both foundation outlines, at opposite ends"
    },
    {
      "name": "Median wall",
      "tag": "",
      "shape": "rectangular strip",
      "material": "PCC M15",
      "count": 1,
      "note": "located between the two foundation groups, hatched in plan"
    },
    {
      "name": "Retaining/toe wall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "shown only in key plan inset, labeled 'RET./TOE WALL'"
    },
    {
      "name": "Borehole location marker",
      "tag": "",
      "shape": "circular with crosshair symbol",
      "material": "",
      "count": null,
      "note": "shown only in legend, symbol definition, not counted as actual boreholes in this crop"
    }
  ],
  "measurements": [
    {
      "label": "Offset from centerline to first pile row",
      "value": "775",
      "unit": "",
      "appliesTo": "upper foundation outline"
    },
    {
      "label": "Pile row spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "upper foundation outline (repeated 4 times)"
    },
    {
      "label": "Total width dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "upper foundation outline"
    },
    {
      "label": "Offset from centerline to first pile row",
      "value": "775",
      "unit": "",
      "appliesTo": "lower foundation outline"
    },
    {
      "label": "Offset near median wall",
      "value": "775",
      "unit": "",
      "appliesTo": "lower foundation outline"
    },
    {
      "label": "Pile row spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "lower foundation outline (repeated 4 times)"
    },
    {
      "label": "Total width dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "lower foundation outline"
    },
    {
      "label": "Chainage marker",
      "value": "64+400",
      "unit": "",
      "appliesTo": "key plan"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "degrees",
      "appliesTo": "key plan table, structure"
    },
    {
      "label": "Proposed span",
      "value": "2X40",
      "unit": "m (partial, unit inferred from 'm' text)",
      "appliesTo": "key plan table, structure"
    },
    {
      "label": "Scale of key plan",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "Key Plan"
    }
  ],
  "notes": [
    "C OF EXP. JOINT",
    "TO KHANDWA",
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "RET./TOE WALL",
    "...SHOWING FOUNDATION LEVEL (text partially cropped on left edge)",
    "PROPOSED SPAN 2X40m (partial, table text)",
    "SKEW 30° (table text)",
    "PROPOSAL New Con... (text cut off, likely 'New Construction')",
    "...URE TYPE MJB... (text cut off, likely 'STRUCTURE TYPE' and 'MJB' bridge type abbreviation)"
  ],
  "labels": [
    "A1",
    "KEY PLAN",
    "(SCALE 1:2000)",
    "LEGEND :",
    "BOREHOLE LOC... (partial, likely 'BOREHOLE LOCATION')",
    "ROW",
    "Shipra River",
    "64+400"
  ],
  "description": "This crop shows a foundation-level plan of a bridge substructure, presenting two skewed rectangular pile grid layouts (each with rows of circular piles spaced at 3750 units, offset 775 from the group edges, and an overall width of 16550), separated by a median wall in PCC M15, with independent retaining walls noted at each end. An inset key plan (scale 1:2000) in the upper right shows the bridge's location relative to the Shipra River, ROW lines, chainage 64+400, and a partial structure data table listing skew angle 30° and proposed span 2x40m. A partial legend at the bottom right defines a borehole location symbol."
}

p01_r08 half plan of pier and abutment foundations

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r08_half_plan_of_pier_and_abutment_foundations

Plan6 objects · 11 measurements · 10 notes · 8 labels

This crop shows a foundation-level plan of a bridge substructure, presenting two skewed rectangular pile grid layouts (each with rows of circular piles spaced at 3750 units, offset 775 from the group edges, and an overall width of 16550), separated by a median wall in PCC M15, with independent retaining walls noted at each end. An inset key plan (scale 1:2000) in the upper right shows the bridge's location relative to the Shipra River, ROW lines, chainage 64+400, and a partial structure data table listing skew angle 30° and proposed span 2x40m. A partial legend at the bottom right defines a borehole location symbol.

Objects · 6

ObjectNo.ShapeMaterialNote
Pile40circularreinforced concreteshown as circles arranged in a grid within a skewed foundation outline, appears twice (two separate foundation groups) - count is approximate total visible circles across both groups
Foundation/pile cap outline2trapezoidal/skewed rectangularreinforced concretetwo skewed foundation plan outlines, upper and lower, likely representing two separate substructure units (e.g., abutment or pier foundations) separated by a median wall
Independent retaining wall2rectangular (linear wall in plan)labeled adjacent to both foundation outlines, at opposite ends
Median wall1rectangular stripPCC M15located between the two foundation groups, hatched in plan
Retaining/toe wall1linearshown only in key plan inset, labeled 'RET./TOE WALL'
Borehole location markercircular with crosshair symbolshown only in legend, symbol definition, not counted as actual boreholes in this crop

Measurements · 11

MeasurementValueUnitApplies to
Offset from centerline to first pile row775upper foundation outline
Pile row spacing3750upper foundation outline (repeated 4 times)
Total width dimension16550upper foundation outline
Offset from centerline to first pile row775lower foundation outline
Offset near median wall775lower foundation outline
Pile row spacing3750lower foundation outline (repeated 4 times)
Total width dimension16550lower foundation outline
Chainage marker64+400key plan
Skew angle30degreeskey plan table, structure
Proposed span2X40m (partial, unit inferred from 'm' text)key plan table, structure
Scale of key plan1:2000Key Plan

Labels

A1KEY PLAN(SCALE 1:2000)LEGEND :BOREHOLE LOC... (partial, likely 'BOREHOLE LOCATION')ROWShipra River64+400

Notes

  • C OF EXP. JOINT
  • TO KHANDWA
  • INDEPENDENT RETAINING WALL
  • MEDIAN WALL PCC M15
  • RET./TOE WALL
  • ...SHOWING FOUNDATION LEVEL (text partially cropped on left edge)
  • PROPOSED SPAN 2X40m (partial, table text)
  • SKEW 30° (table text)
  • PROPOSAL New Con... (text cut off, likely 'New Construction')
  • ...URE TYPE MJB... (text cut off, likely 'STRUCTURE TYPE' and 'MJB' bridge type abbreviation)

anthropic/claude-sonnet-5 · 8270 tokens · 25.2s

crop · 2158 × 1755

p01_r09 half plan showing deck level

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r09_half_plan_showing_deck_level
Original
p01_r09 half plan showing deck level
{
  "view": "Plan",
  "objects": [
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "circular (in plan)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked at top of deck-level plan, at skewed end of span"
    },
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked at top of foundation-level plan, near expansion joint centerline"
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "rectangular (in plan, linear)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown along both edges of deck in deck-level plan, labeled RCC CRASH BARRIER and CRASH BARRIER"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 24,
      "note": "Circular piles shown in foundation-level half plan, arranged in rows"
    },
    {
      "name": "Bearing/pedestal",
      "tag": "",
      "shape": "square",
      "material": "reinforced concrete",
      "count": 10,
      "note": "Small square marks along skewed edge of deck-level plan, likely bearing or drainage inlet locations"
    },
    {
      "name": "Drainage inlet/scupper",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 5,
      "note": "Small hatched symbols spaced along the bottom edge of deck plan (5000 typ. spacing)"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline of expansion joint noted near A1"
    }
  ],
  "measurements": [
    {
      "label": "Overall span length (square)",
      "value": "40000",
      "unit": "",
      "appliesTo": "deck span between P1 and A1"
    },
    {
      "label": "Overall span length (skew)",
      "value": "46189",
      "unit": "",
      "appliesTo": "deck span between P1 and A1, skewed measurement"
    },
    {
      "label": "Offset from crash barrier (square)",
      "value": "1170",
      "unit": "",
      "appliesTo": "crash barrier setback, square"
    },
    {
      "label": "Offset from crash barrier (skew)",
      "value": "1350",
      "unit": "",
      "appliesTo": "crash barrier setback, skew"
    },
    {
      "label": "Girder spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "deck level girders, repeated 4 times"
    },
    {
      "label": "Total width (deck level)",
      "value": "16550",
      "unit": "",
      "appliesTo": "deck level plan overall width"
    },
    {
      "label": "Edge offset (deck level)",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck level plan edge dimension, top and bottom"
    },
    {
      "label": "Girder spacing (foundation level)",
      "value": "3750",
      "unit": "",
      "appliesTo": "foundation level plan, pile/girder spacing, repeated 4 times"
    },
    {
      "label": "Total width (foundation level)",
      "value": "16550",
      "unit": "",
      "appliesTo": "foundation level plan overall width"
    },
    {
      "label": "Edge offset (foundation level)",
      "value": "775",
      "unit": "",
      "appliesTo": "foundation level plan edge dimension, top and bottom"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "degrees",
      "appliesTo": "deck skew angle at P1"
    },
    {
      "label": "Typical spacing of inlets/scuppers",
      "value": "5000",
      "unit": "",
      "appliesTo": "drainage inlet spacing along bottom edge of deck plan"
    }
  ],
  "notes": [
    "30° SKEW",
    "TYP.",
    "TO KHANDWA",
    "C OF EXP. JOINT",
    "INDEPENDENT",
    "ME... (text cut off, illegible)"
  ],
  "labels": [
    "P1",
    "A1",
    "CRASH BARRIER",
    "RCC CRASH BARRIER",
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)"
  ],
  "description": "This crop shows two half plans of a skewed bridge span between pier P1 and abutment A1: the left half depicts the deck level plan with crash barriers, girder lines, and drainage inlet locations along a 30° skew, while the right half shows the foundation level plan with circular piles arranged in rows beneath the deck. Key dimensions include overall span lengths (square and skew), girder/pile spacing, and edge offsets, all drawn at scale 1:300. The drawing documents part of the deck and foundation layout for a skewed bridge structure, including labels for direction ('TO KHANDWA') and expansion joint location."
}

p01_r09 half plan showing deck level

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r09_half_plan_showing_deck_level

Plan7 objects · 12 measurements · 6 notes · 7 labels

This crop shows two half plans of a skewed bridge span between pier P1 and abutment A1: the left half depicts the deck level plan with crash barriers, girder lines, and drainage inlet locations along a 30° skew, while the right half shows the foundation level plan with circular piles arranged in rows beneath the deck. Key dimensions include overall span lengths (square and skew), girder/pile spacing, and edge offsets, all drawn at scale 1:300. The drawing documents part of the deck and foundation layout for a skewed bridge structure, including labels for direction ('TO KHANDWA') and expansion joint location.

Objects · 7

MarkObjectNo.ShapeMaterialNote
P1Pier1circular (in plan)reinforced concreteMarked at top of deck-level plan, at skewed end of span
A1Abutment1rectangularreinforced concreteMarked at top of foundation-level plan, near expansion joint centerline
Crash barrier2rectangular (in plan, linear)reinforced concreteShown along both edges of deck in deck-level plan, labeled RCC CRASH BARRIER and CRASH BARRIER
Pile24circularreinforced concreteCircular piles shown in foundation-level half plan, arranged in rows
Bearing/pedestal10squarereinforced concreteSmall square marks along skewed edge of deck-level plan, likely bearing or drainage inlet locations
Drainage inlet/scupper5rectangularSmall hatched symbols spaced along the bottom edge of deck plan (5000 typ. spacing)
Expansion joint1linearCenterline of expansion joint noted near A1

Measurements · 12

MeasurementValueUnitApplies to
Overall span length (square)40000deck span between P1 and A1
Overall span length (skew)46189deck span between P1 and A1, skewed measurement
Offset from crash barrier (square)1170crash barrier setback, square
Offset from crash barrier (skew)1350crash barrier setback, skew
Girder spacing3500deck level girders, repeated 4 times
Total width (deck level)16550deck level plan overall width
Edge offset (deck level)1275deck level plan edge dimension, top and bottom
Girder spacing (foundation level)3750foundation level plan, pile/girder spacing, repeated 4 times
Total width (foundation level)16550foundation level plan overall width
Edge offset (foundation level)775foundation level plan edge dimension, top and bottom
Skew angle30degreesdeck skew angle at P1
Typical spacing of inlets/scuppers5000drainage inlet spacing along bottom edge of deck plan

Labels

P1A1CRASH BARRIERRCC CRASH BARRIERHALF PLAN SHOWING DECK LEVELHALF PLAN SHOWING FOUNDATION LEVEL(SCALE 1:300)

Notes

  • 30° SKEW
  • TYP.
  • TO KHANDWA
  • C OF EXP. JOINT
  • INDEPENDENT
  • ME... (text cut off, illegible)

anthropic/claude-sonnet-5 · 7399 tokens · 17.5s

crop · 709 × 485

LEGEND :

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r10_legend
Original
LEGEND :
{
  "view": "Legend",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "LEGEND :",
    "BOREHOLE LOCATION",
    "RCC ------- REINFORCED CEMENT CONCRETE",
    "PCC ------- PLAIN CEMENT CONCRETE",
    "GL ------- GROUND LEVEL",
    "CL ------- CENTER LINE",
    "FDN ------- FOUNDATION",
    "LVL ------- LEVEL",
    "ACTL ------- ABUTMENT CAP TOP LEVEL",
    "PCTL ------- PIER CAP TOP LEVEL"
  ],
  "description": "This crop is a legend box from a drawing sheet, defining a borehole location symbol and standard abbreviations used elsewhere on the sheet (RCC, PCC, GL, CL, FDN, LVL, ACTL, PCTL). It contains no constructional elements itself, only symbol/abbreviation definitions to aid interpretation of other views on the same sheet."
}

LEGEND :

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r10_legendNotes

Legend10 labels

This crop is a legend box from a drawing sheet, defining a borehole location symbol and standard abbreviations used elsewhere on the sheet (RCC, PCC, GL, CL, FDN, LVL, ACTL, PCTL). It contains no constructional elements itself, only symbol/abbreviation definitions to aid interpretation of other views on the same sheet.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

LEGEND :BOREHOLE LOCATIONRCC ------- REINFORCED CEMENT CONCRETEPCC ------- PLAIN CEMENT CONCRETEGL ------- GROUND LEVELCL ------- CENTER LINEFDN ------- FOUNDATIONLVL ------- LEVELACTL ------- ABUTMENT CAP TOP LEVELPCTL ------- PIER CAP TOP LEVEL

anthropic/claude-sonnet-5 · 2175 tokens · 8.2s

crop · 791 × 577

LEGEND

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r11_legend_of_abbreviations_and_symbols_used
Original
LEGEND
{
  "view": "Legend",
  "objects": [
    {
      "name": "Borehole location marker",
      "tag": "",
      "shape": "circular with crosshair",
      "material": "",
      "count": 1,
      "note": "Symbol shown in legend, not an actual borehole in this crop"
    }
  ],
  "measurements": [
    {
      "label": "MIN. DISCHARGE FOR 100 YEAR RETURN PERIOD",
      "value": "2472.52",
      "unit": "m³/S",
      "appliesTo": "Hydraulic data table"
    },
    {
      "label": "FREE BOARD",
      "value": "1.20",
      "unit": "m.",
      "appliesTo": "Hydraulic data table"
    }
  ],
  "notes": [],
  "labels": [
    "BOREHOLE LOCATION",
    "RCC ------- REINFORCED CEMENT CONCRETE",
    "PCC ------- PLAIN CEMENT CONCRETE",
    "GL ------- GROUND LEVEL",
    "℄ ------- CENTER LINE",
    "FDN ------- FOUNDATION",
    "LVL ------- LEVEL",
    "ACTL ------- ABUTMENT CAP TOP LEVEL",
    "PCTL ------- PIER CAP TOP LEVEL",
    "DETAILS OF HYDRAULIC DATA"
  ],
  "description": "This crop contains a drawing legend defining standard abbreviations used elsewhere on the sheet (RCC, PCC, GL, centerline, FDN, LVL, ACTL, PCTL) along with a borehole location symbol, followed by the start of a separate table titled 'DETAILS OF HYDRAULIC DATA' listing minimum discharge for a 100-year return period and free board value. No structural elements such as piers, abutments, or beams are directly depicted here, only symbol/abbreviation definitions and hydraulic design parameters."
}

LEGEND

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r11_legend_of_abbreviations_and_symbols_usedNotes

Legend1 object · 2 measurements · 10 labels

This crop contains a drawing legend defining standard abbreviations used elsewhere on the sheet (RCC, PCC, GL, centerline, FDN, LVL, ACTL, PCTL) along with a borehole location symbol, followed by the start of a separate table titled 'DETAILS OF HYDRAULIC DATA' listing minimum discharge for a 100-year return period and free board value. No structural elements such as piers, abutments, or beams are directly depicted here, only symbol/abbreviation definitions and hydraulic design parameters.

Objects · 1

ObjectNo.ShapeNote
Borehole location marker1circular with crosshairSymbol shown in legend, not an actual borehole in this crop

Measurements · 2

MeasurementValueUnitApplies to
MIN. DISCHARGE FOR 100 YEAR RETURN PERIOD2472.52m³/SHydraulic data table
FREE BOARD1.20m.Hydraulic data table

Labels

BOREHOLE LOCATIONRCC ------- REINFORCED CEMENT CONCRETEPCC ------- PLAIN CEMENT CONCRETEGL ------- GROUND LEVEL℄ ------- CENTER LINEFDN ------- FOUNDATIONLVL ------- LEVELACTL ------- ABUTMENT CAP TOP LEVELPCTL ------- PIER CAP TOP LEVELDETAILS OF HYDRAULIC DATA

anthropic/claude-sonnet-5 · 2774 tokens · 11.0s

crop · 715 × 362

DETAILS OF HYDRAULIC DATA

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r12_details_of_hydraulic_data
Original
DETAILS OF HYDRAULIC DATA
{
  "view": "Table",
  "objects": [],
  "measurements": [
    {
      "label": "MIN. DISCHARGE FOR 100 YEAR RETURN PERIOD",
      "value": "2472.52",
      "unit": "m³/S",
      "appliesTo": ""
    },
    {
      "label": "FREE BOARD",
      "value": "1.20",
      "unit": "m",
      "appliesTo": ""
    },
    {
      "label": "VELOCITY",
      "value": "1.31",
      "unit": "m/s",
      "appliesTo": ""
    },
    {
      "label": "HFL",
      "value": "513.760",
      "unit": "m",
      "appliesTo": ""
    },
    {
      "label": "LOWEST BED LEVEL",
      "value": "503.75",
      "unit": "m",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "DETAILS OF HYDRAULIC DATA",
    "MIN. DISCHARGE FOR 100 YEAR RETURN PERIOD",
    "FREE BOARD",
    "VELOCITY",
    "HFL",
    "LOWEST BED LEVEL"
  ],
  "description": "This crop is a data table titled 'DETAILS OF HYDRAULIC DATA' listing hydraulic design parameters for the structure, including minimum discharge for the 100 year return period, free board, velocity, highest flood level (HFL), and lowest bed level with their respective values. No structural elements are depicted; it is purely tabulated hydraulic design data likely relating to a bridge or culvert crossing."
}

DETAILS OF HYDRAULIC DATA

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r12_details_of_hydraulic_data

Table5 measurements · 6 labels

This crop is a data table titled 'DETAILS OF HYDRAULIC DATA' listing hydraulic design parameters for the structure, including minimum discharge for the 100 year return period, free board, velocity, highest flood level (HFL), and lowest bed level with their respective values. No structural elements are depicted; it is purely tabulated hydraulic design data likely relating to a bridge or culvert crossing.

Objects · 0

No objects read. Edit to add one.

Measurements · 5

MeasurementValueUnit
MIN. DISCHARGE FOR 100 YEAR RETURN PERIOD2472.52m³/S
FREE BOARD1.20m
VELOCITY1.31m/s
HFL513.760m
LOWEST BED LEVEL503.75m

Labels

DETAILS OF HYDRAULIC DATAMIN. DISCHARGE FOR 100 YEAR RETURN PERIODFREE BOARDVELOCITYHFLLOWEST BED LEVEL

anthropic/claude-sonnet-5 · 2177 tokens · 6.9s

crop · 685 × 278

DETAILS OF HYDRAULIC DATA

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r13_table_of_hydraulic_discharge_and_flood_levels
Original
DETAILS OF HYDRAULIC DATA
{
  "view": "Table",
  "objects": [],
  "measurements": [
    {
      "label": "MIN. DISCHARGE FOR 100 YEAR RETURN PERIOD",
      "value": "2472.52",
      "unit": "m³/S",
      "appliesTo": ""
    },
    {
      "label": "FREE BOARD",
      "value": "1.20",
      "unit": "m",
      "appliesTo": ""
    },
    {
      "label": "VELOCITY",
      "value": "1.31",
      "unit": "m/s",
      "appliesTo": ""
    },
    {
      "label": "HFL",
      "value": "513.760",
      "unit": "m",
      "appliesTo": ""
    },
    {
      "label": "LOWEST BED LEVEL",
      "value": "503.75",
      "unit": "m",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "MIN. DISCHARGE FOR 100 YEAR RETURN PERIOD",
    "FREE BOARD",
    "VELOCITY",
    "HFL",
    "LOWEST BED LEVEL"
  ],
  "description": "This crop is a small hydraulic data table listing key hydrological design parameters for the structure: minimum discharge for a 100-year return period, free board, velocity, highest flood level (HFL), and lowest bed level, each with a corresponding numeric value and unit. No structural elements are depicted; it is purely tabulated hydraulic data likely used for bridge/culvert waterway design."
}

DETAILS OF HYDRAULIC DATA

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r13_table_of_hydraulic_discharge_and_flood_levels

Table5 measurements · 5 labels

This crop is a small hydraulic data table listing key hydrological design parameters for the structure: minimum discharge for a 100-year return period, free board, velocity, highest flood level (HFL), and lowest bed level, each with a corresponding numeric value and unit. No structural elements are depicted; it is purely tabulated hydraulic data likely used for bridge/culvert waterway design.

Objects · 0

No objects read. Edit to add one.

Measurements · 5

MeasurementValueUnit
MIN. DISCHARGE FOR 100 YEAR RETURN PERIOD2472.52m³/S
FREE BOARD1.20m
VELOCITY1.31m/s
HFL513.760m
LOWEST BED LEVEL503.75m

Labels

MIN. DISCHARGE FOR 100 YEAR RETURN PERIODFREE BOARDVELOCITYHFLLOWEST BED LEVEL

anthropic/claude-sonnet-5 · 2030 tokens · 5.7s

crop · 1568 × 548

NOTES:

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r14_notes
Original
NOTES:
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.",
    "DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.",
    "THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS."
  ],
  "labels": [
    "NOTES:",
    "...RRANGEMENT DRAWING FOR MAJOR BRIDGE AT CH. 64+412",
    "DRG. NO.",
    "73580A\\LASA\\STR\\MJBR5\\GA-01",
    "REV.",
    "R0",
    "SCALE :- AS SHOWN"
  ],
  "description": "This crop shows a general notes block from a title sheet of a bridge general arrangement drawing, containing three standard construction notes about units, dimension scaling, and cross-reference to alignment drawings. Below the notes is part of the title block, showing the drawing title, drawing number, revision, and scale. No structural elements or dimensions are depicted in this crop."
}

NOTES:

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r14_notesNotes

Notes3 notes · 7 labels

This crop shows a general notes block from a title sheet of a bridge general arrangement drawing, containing three standard construction notes about units, dimension scaling, and cross-reference to alignment drawings. Below the notes is part of the title block, showing the drawing title, drawing number, revision, and scale. No structural elements or dimensions are depicted in this crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

NOTES:...RRANGEMENT DRAWING FOR MAJOR BRIDGE AT CH. 64+412DRG. NO.73580A\LASA\STR\MJBR5\GA-01REV.R0SCALE :- AS SHOWN

Notes

  • ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.
  • DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.
  • THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.

anthropic/claude-sonnet-5 · 2928 tokens · 6.5s

crop · 1277 × 300

NOTES

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r15_general_drawing_notes_on_dimensions_and_units
Original
NOTES
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.",
    "DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.",
    "THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop contains a general notes block from the drawing sheet, listing three numbered notes regarding units of measurement, the precedence of written dimensions over scaled ones, and the need to cross-reference highway alignment drawings. No constructional objects or measurements are depicted in this crop."
}

NOTES

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r15_general_drawing_notes_on_dimensions_and_unitsNotes

Notes3 notes · 1 label

This crop contains a general notes block from the drawing sheet, listing three numbered notes regarding units of measurement, the precedence of written dimensions over scaled ones, and the need to cross-reference highway alignment drawings. No constructional objects or measurements are depicted in this crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

NOTES:

Notes

  • ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.
  • DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.
  • THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.

anthropic/claude-sonnet-5 · 2168 tokens · 7.0s

crop · 3246 × 591

GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE AT CH. 64+412

page 1 · structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r16_title_block_with_client_project_and_drawing_info
Original
GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE AT CH. 64+412
{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [
    "FOLLOWED.",
    "3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS."
  ],
  "labels": [
    "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",
    "DATE: DEC. 2025",
    "DRAWN : KUNAL",
    "DESIGNED VARUN SINGH",
    "CHECKED S.MANDAL",
    "APPROVED U. SEN",
    "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)",
    "(SHEET 1 OF 3)",
    "SHEET SIZE A2"
  ],
  "description": "This crop shows the title block and a partial general note (note 3) of a drawing sheet for a major bridge General Arrangement Drawing at Ch. 64+412, part of the Indore Eastern Bypass project under NHAI. It contains administrative and identification information only, with no structural elements, plan, section, or dimensions depicted."
}

GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE AT CH. 64+412

done

structural_drawings_pkg_1_890ff33d80e843ef8aa5a52a7a9de3d8_p01_r16_title_block_with_client_project_and_drawing_info

Title Block2 notes · 13 labels

This crop shows the title block and a partial general note (note 3) of a drawing sheet for a major bridge General Arrangement Drawing at Ch. 64+412, part of the Indore Eastern Bypass project under NHAI. It contains administrative and identification information only, with no structural elements, plan, section, or dimensions depicted.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

CLIENT: NATIONAL HIGHWAYS AUTHORITY OF INDIA (Ministry of Road Transport & Highways) Government of IndiaDRAWING TITLE: GENERAL ARRANGEMENT DRAWING FOR MAJOR BRIDGE AT CH. 64+412DRG. NO. 73580A\LASA\STR\MJBR5\GA-01REV. R0SCALE :- AS SHOWNDATE: DEC. 2025DRAWN : KUNALDESIGNED VARUN SINGHCHECKED S.MANDALAPPROVED U. SENPROJECT: 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)(SHEET 1 OF 3)SHEET SIZE A2

Notes

  • FOLLOWED.
  • 3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.

anthropic/claude-sonnet-5 · 3127 tokens · 8.8s

2Map the items44 items · 328 readings · 18 on more than one pageconfigured openai/gpt-5.6-terra-pro · about 10¢ 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.

44 items from 328 readings · 17 new, 27 updated, 22 removed.

44items328readings18on 2+ pages5,976tokens in15,886tokens out
Pilefoundation×161 · circular · reinforced concretep1, p2, p325 crops
Pile

also calledPile / foundation elementFoundation piles/borehole grid pattern (circular marks in skewed plan)Pile foundation (piles shown in plan, skewed grid)Bored cast-in-situ pilePile foundationBored Cast-in-situ PilePiles

marksP1

Expansion Jointsuperstructure×42 · linear · not statedp1, p2, p321 crops
Expansion Joint

also calledDeck Joint/Expansion MarkerExpansion Joint (centerline marker)Expansion joint centerline markerExpansion joint markersExpansion Joint Marks (Small triangular symbols)expansion/sealant gap

marksA1

Girdersuperstructure×30 · I-girder (tapered flange) · precast concretep1, p2, p318 crops
Girder

also calledDeck slab girders/beams (shown as parallel lines)Girders (deck beams)Deck/girder end (partial)PSC GirderGirder cross-section (typical)Precast PSC girderPSC girderGirder cross sectionPSC precast girderDeck/GirderGirder/bearing line

marksTYP.SUPPORT SECTIONMID SECTION

Abutmentsubstructure×21 · skewed rectangular · reinforced concretep1, p2, p318 crops
Abutment

also calledAbutment section (partial, cropped)

marksA1A2A1 & A2

Crash Barrierrailing×44 · linear, rectangular in section · reinforced concretep1, p2, p322 crops
Crash Barrier

also calledRCC crash barrierRCC Crash Barrier

Piersubstructure×28 · circular (in plan) · reinforced concretep1, p2, p319 crops
Pier

also calledPier/Support MarkerPier/support markerPier section (pier cap/pier member at pier location)RCC column pierColumn PierPier (cross-section)Pier columns/webs (square)

marksP1

Pile Capfoundation×28 · rectangular · reinforced concretep1, p2, p311 crops
Pile Cap

also calledPile cap / foundation raftFoundation/pile cap layoutFoundation/pile cap outlinePile cap / foundationRCC pile cap

marksA1

Deck Slabdeck×12 · rectangular (skewed) · reinforced concretep1, p2, p310 crops
Deck Slab

also calledDeck Slab / CarriagewayApproach/Deck Slab LinesR.C.C. cast in situ deck slabRCC cast-in-situ deck slabDeck slab (RCC cast in situ)

marksSLAB

Embankment/Slope Fillearthwork×10 · sloped fill · earth/granular fillp1, p2, p38 crops
Embankment/Slope Fill

also calledEmbankment/slope protection areaEmbankment/backfillApproach embankment fillRE wall / backfillApproach Embankment/Slope FillEmbankment/BackfillEmbankment / slope protection

Pier Capsubstructure×8 · rectangular · reinforced concretep1, p2, p37 crops
Pier Cap

also calledPier/Pier capPier cap / bearing pedestalPier cap / pier headPier cap / pier bearing seatSection element at pier location (likely girder/beam or pier cap cross-section)Pier cap / pile cap top and bottom levels (PCTL/PCBL)

marksP1

Bearingsuperstructure×55 · rectangular block · elastomeric/PTFEp1, p217 crops
Bearing

also calledBearing/pile cap markers (small squares in lower left partial view)Bearing/support symbolBearing/Support markersBearing/pedestalPot-PTFE bearingPot-PTFE BearingBearing pedestal

marksPOT-PTFE BEARING (TYP.)FRFXFR / FXTYP.

Retaining Wallsubstructure×32 · rectangular · concretep1, p213 crops
Retaining Wall

also calledIndependent retaining wallRetaining/Toe wallIndependent Retaining WallRetaining/Toe Wall (Key Plan)Toe wall / retaining wall (Key Plan)Retaining/Toe WallRetaining/toe wall

marksRET./TOE WALLINDEPENDENT RETAINING WALL

Approach Slabdeck×17 · rectangular (skewed/angled) · reinforced concretep1, p210 crops
Approach Slab
Footpathpavement×16 · rectangular · reinforced concrete (implied)p1, p39 crops
Footpath
Median Wallsubstructure×8 · trapezoidal strip · PCC M15p1, p38 crops
Median Wall

also calledcantilever median wallCantilever median wall

Drainage Scupperdrainage×49 · small rectangular symbol with cross hatchp1, p27 crops
Drainage Scupper

also calledDrainage/Deck inlet or joint markersDrainage/scupper symbols (small hatched squares)Drainage/scupper symbolsDrainage Inlet/ScupperDrainage Inlet / ScupperDrainage inlet/scupperDrainage spout

PCC Leveling Coursefoundation×8 · layer · plain cement concretep2, p36 crops
PCC Leveling Course

also calledLevelling coursePCC blinding/leveling layerPCC blinding/leveling course

marksPCC M-15M-15

Wing Wallsubstructure×2 · rectangular · reinforced concretep1, p22 crops
Wing Wall

also calledWingwall/Slope hatchingWing Wall/Return

Seismic Stoppersubstructure×9 · rectangular block · reinforced concretep28 crops
Seismic Stopper

also calledRCC seismic stopper

marksRCC SEISMIC STOPPER

Stone Pitchingearthwork×12 · sloped surface layer · stonep28 crops
Stone Pitching

also calledStone pitching / slope protection

marksSTONE PITCHING

Deck Continuitydeck×7 · rectangular slab/joint · reinforced concretep27 crops
Deck Continuity

also calledDeck continuity slab/jointDeck slab / deck continuityDeck Continuity JointDeck slab with deck continuity jointDeck Continuity Slab

Filter Mediadrainage×8 · layer · granular fillp26 crops
Filter Media

also calledFilter media layerFilter Layer

marks600 THK. FILTER MEDIA

Borehole Location Markerother×1 · symbol (crosshair circle)p15 crops
Borehole Location Marker

also calledBorehole location markers

Medianpavement×5 · linear stripp15 crops
Median

also calledMedian/paved shoulder area

Tree/Vegetation Symbolother×18 · circular cluster symbolsp15 crops
Tree/Vegetation Symbol

also calledTrees/Vegetation symbolsTree/landscaping symbolsTree/landscape symbolsLandscaping/tree symbolsTrees/Vegetation

Launching Apronancillary×4 · sloped/stepped · stone/concretep24 crops
Launching Apron
Roadway Alignmentother×3 · linear/curvedp13 crops
Roadway Alignment

also calledKey Plan roadway alignmentRoadway/Highway alignmentBridge/Road alignment

Wearing Coursepavement×5 · layer, ~50mm thick · asphalt/bituminousp33 crops
Wearing Course

also calledWearing coat

marksWC

Carriagewaypavement×3 · rectangular stripp12 crops
Carriageway

also calledRoad/carriageway

marksTO KHANDWA

Cross Girdersuperstructurereinforced concretep21 crop
Cross Girder

also calledR.C.C. end cross girderR.C.C. intermediate cross girder

Earthen Draindrainage×2 · linear, sinuous · earthp12 crops
Earthen Drain
Right Of Way Boundaryother×8 · linearp12 crops
Right Of Way Boundary

also calledRoad/Right-of-Way boundary lines

marksROW

Riverother×2 · irregular natural watercoursep12 crops
River

also calledRiver (Shipra River)River (Sipra River)

Bituminous Concrete Layerpavementlayer · bituminous concretep21 crop
Bituminous Concrete Layer
Bridge/Structure (Proposed)other×1 · rectangular hatched zonep11 crop
Bridge/Structure (Proposed)
Chamfer Detailother×1 · rectangular with chamfered corner · concretep21 crop
Chamfer Detail

marksSECTION A

Direction Sign/Calloutother×1p11 crop
Direction Sign/Callout
  • p1p01_r07Direction sign/callout · ×1
Dirt Wallsubstructureconcretep21 crop
Dirt Wall

also calledDirt wall & slab

Gap Slabdeckp21 crop
Gap Slab
Ground Lineother×1 · irregular linep21 crop
Ground Line
Hatched Pad/Blockother×3 · rectangular, hatchedp11 crop
Hatched Pad/Block
Pavement Layerpavement×2 · layer · PCCp21 crop
Pavement Layer
  • p2p02_r02Pavement Layer · ×2
Small Inset Square Markerother×3 · square with inner squarep11 crop
Small Inset Square Marker
Utility Pipe/Ductdrainage×1 · circular (in plan, linear run)p11 crop
Utility Pipe/Duct
3Match the ontology34 of 44 matched · 7 to check · 10 unmatchedconfigured openai/gpt-5.6-terra-pro · about $1.54 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.

77% of items placed. The 10 below fit no class — add one to the ontology and match again.

27matched7to check10unmatched77% covered67values72gaps881,221tokens in109,299tokens out

10 items the bridge ontology has no class forAdd a class

  • Deck Continuityp2 · 7 crops · ×7Deck continuity slab/joint is a distinct concept from expansion joints; ontology has no matching continuity-slab class.
  • Borehole Location Markerp1 · 5 crops · ×1Survey/investigation marker, not a permanent works component; no matching class.
  • Tree/Vegetation Symbolp1 · 5 crops · ×18Landscaping symbol, not part of the bridge permanent works; no matching class.
  • Right Of Way Boundaryp1 · 2 crops · ×8Survey/legal boundary line, not part of permanent works; no matching class.
  • Chamfer Detailp2 · 1 crop · ×1A drawing detail/section annotation, not a discrete built object; no matching class.
  • Direction Sign/Calloutp1 · 1 crop · ×1A drawing callout/label, not a physical sign structure; no matching class.
  • Gap Slabp2 · 1 cropNo class corresponds to a gap slab between spans; ontology would need a dedicated gap/continuity slab class.
  • Hatched Pad/Blockp1 · 1 crop · ×3Insufficient detail to identify whether this is a footing, pedestal, or other block; no confident match.
  • Pavement Layerp2 · 1 crop · ×2Generic PCC pavement layer does not fit wearing course (asphalt) or blinding concrete (foundation); ontology lacks a generic pavement layer class.
  • Small Inset Square Markerp1 · 1 crop · ×3Generic drawing symbol with no identifiable structural meaning; no matching class.

superstructure10

  • Expansion JointcheckExpansion Joint Systemgroupingbridge.superstructure.expansion_joint_systemp1, p2, p3 · 21 crops · ×42on “Expansion Joint
  • GirderPrestressed Concrete Girderbridge.superstructure.main_load_system.psc_girderp1, p2, p3 · 18 crops · ×302 read · 2 gapson “PSC Girder
  • Deck SlabDeck Slabbridge.superstructure.deck_system.deck_slabp1, p2, p3 · 10 crops · ×122 read · 2 derived · 1 gapon “Deck Slab
  • BearingPot Bearingbridge.superstructure.bearing_system.pot_bearingp1, p2 · 17 crops · ×551 read · 5 gapson “Pot-PTFE Bearing
  • FootpathBridge Footpathbridge.superstructure.deck_system.footpathp1, p3 · 9 crops · ×163 read · 1 gapon “Footpath
  • Median WallcheckBridge Medianbridge.superstructure.deck_system.medianp1, p3 · 8 crops · ×81 read · 2 gapson “Median
  • MedianBridge Medianbridge.superstructure.deck_system.medianp1 · 5 crops · ×51 read · 2 gapson “Median
  • Wearing CourseWearing Coursebridge.superstructure.deck_system.wearing_coursep3 · 3 crops · ×52 read · 1 derived · 1 gapon “Wearing Course
  • Bituminous Concrete LayercheckWearing Coursebridge.superstructure.deck_system.wearing_coursep2 · 1 crop2 read · 2 gapson “Bituminous
  • Cross GirderCross Girderbridge.superstructure.secondary_member_system.cross_girderp2 · 1 crop1 read · 4 gapson “Cross Girder

substructure6

  • PierPier Systemgroupingbridge.substructure.pier_systemp1, p2, p3 · 19 crops · ×281 read · 2 derived · 1 gapon “Pier
  • AbutmentAbutment Systemgroupingbridge.substructure.abutment_systemp1, p2, p3 · 18 crops · ×21on “Abutment
  • Pier CapPier Capbridge.substructure.pier_system.pier_capp1, p2, p3 · 7 crops · ×83 read · 1 derived · 1 gapon “Pier cap
  • Wing WallWing Wallbridge.substructure.abutment_system.wing_wallp1, p2 · 2 crops · ×21 read · 4 gapson “Wing Wall
  • Seismic StopperSeismic Restrainerbridge.substructure.seismic_restrainerp2 · 8 crops · ×91 read · 1 derived · 3 gapson “RCC Seismic Stopper
  • Dirt WallAbutment Backwallbridge.substructure.abutment_system.backwallp2 · 1 crop1 read · 4 gapson “Dirt wall

drainage protection system5

alignment system3

approach earthwork system3

foundation system3

  • PileBored Cast-in-situ Pilebridge.foundation_system.deep_foundation.pile.bored_cast_in_situp1, p2, p3 · 25 crops · ×1613 read · 1 derivedon “Bored Cast-in-situ Pile
  • Pile CapPile Capbridge.foundation_system.deep_foundation.pile_capp1, p2, p3 · 11 crops · ×284 read · 1 derived · 1 gapon “Pile cap
  • PCC Leveling CourseBlinding Concretebridge.foundation_system.blinding_concretep2, p3 · 6 crops · ×83 read · 2 gapson “Leveling Course

ancillary system2

asset1

ground system1

Index for the agent1465 points · 56 crops · 44 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.

1465 points indexed and up to date.

1,465points stored1,465points ready56crops44items134,144tokens embedded

Collection mindmap_vectors, filtered on projectId = structural_drawings_pkg_1-890ff33d80e843ef8aa5a52a7a9de3d8.