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GDOT21

gdot_plan-ab5a9057847f41e3bb9d0ead3c6f2c22 · 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 crops408 crops · all read · 1932 objects · 4678 measurementsconfigured openai/gpt-5.6-terra-pro · about $4.65 for 408 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 408 crops read.

408crops408read1932objects found4678measurements5,837,007tokens in1,775,838tokens out

Validation — 343 of 408 crops match at least one agent · ~893 billed calls · Reinforcement 204 · Concrete 238 · Dimension LF 234

Page 156 crops · 6 read
crop · 1069 × 340

p15_r09 concrete and rebar quantities for bent 3

page 15 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p15_r09_concrete_and_rebar_quantities_for_bent_3
Original
p15_r09 concrete and rebar quantities for bent 3
{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 3 LT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Quantity column shown."
    },
    {
      "name": "Bent",
      "tag": "BENT 3 RT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Quantity column shown."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "104.0",
      "unit": "CY",
      "appliesTo": "BENT 3 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "104.0",
      "unit": "CY",
      "appliesTo": "BENT 3 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "16679",
      "unit": "LB",
      "appliesTo": "BENT 3 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "16681",
      "unit": "LB",
      "appliesTo": "BENT 3 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL"
  ],
  "description": "This crop is a substructure quantities table. It lists Class AA concrete and reinforcing steel quantities for Bent 3 left and Bent 3 right."
}

p15_r09 concrete and rebar quantities for bent 3

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p15_r09_concrete_and_rebar_quantities_for_bent_3

Table2 objects · 4 measurements · 4 labels

This crop is a substructure quantities table. It lists Class AA concrete and reinforcing steel quantities for Bent 3 left and Bent 3 right.

Objects · 2

MarkObjectNo.Note
BENT 3 LT.Bent1Quantity column shown.
BENT 3 RT.Bent1Quantity column shown.

Measurements · 4

MeasurementValueUnitApplies to
CY CLASS AA CONCRETE104.0CYBENT 3 LT.
CY CLASS AA CONCRETE104.0CYBENT 3 RT.
LB BAR REINF STEEL16679LBBENT 3 LT.
LB BAR REINF STEEL16681LBBENT 3 RT.

Labels

SUBSTRUCTURE QUANTITIESITEMCY CLASS AA CONCRETELB BAR REINF STEEL

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General Notes

page 15 · general_notes_p15_r05
Original
General Notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "432",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in Note 2; not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "1131A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in Note 3; to extend into cap."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "186.58 (AH)",
      "unit": "",
      "appliesTo": "Partial label at left edge"
    },
    {
      "label": "Elevation",
      "value": "186.03 (BK)",
      "unit": "",
      "appliesTo": "Partial label at left edge"
    },
    {
      "label": "Minimum dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "Partial detail at left"
    },
    {
      "label": "Elevation",
      "value": "182.03",
      "unit": "",
      "appliesTo": "Partial detail at left"
    },
    {
      "label": "Dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Partial detail at left"
    },
    {
      "label": "Bar extension",
      "value": "3'-9\"",
      "unit": "",
      "appliesTo": "1131A"
    },
    {
      "label": "Elevation",
      "value": "182.04",
      "unit": "",
      "appliesTo": "Partial detail at right"
    },
    {
      "label": "Dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Partial detail at right"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 432 NOT SHOWN.",
    "3. EXTEND BARS 1131A 3'-9\" INTO CAP."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is primarily a bridge structural notes block. Partial section/detail geometry is visible at both edges, with elevation and dimensional callouts, but the complete structural elements are outside the crop."
}

General Notes

done

general_notes_p15_r05Substructure

Notes2 objects · 8 measurements · 3 notes · 1 label

This crop is primarily a bridge structural notes block. Partial section/detail geometry is visible at both edges, with elevation and dimensional callouts, but the complete structural elements are outside the crop.

Objects · 2

MarkObjectNote
432reinforcement barReferenced in Note 2; not shown.
1131Areinforcement barReferenced in Note 3; to extend into cap.

Measurements · 8

MeasurementValueApplies to
Elevation186.58 (AH)Partial label at left edge
Elevation186.03 (BK)Partial label at left edge
Minimum dimension4'-0"Partial detail at left
Elevation182.03Partial detail at left
Dimension3½"Partial detail at left
Bar extension3'-9"1131A
Elevation182.04Partial detail at right
Dimension3½"Partial detail at right

Labels

NOTES:

Notes

  • 1. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS.
  • 2. BARS 432 NOT SHOWN.
  • 3. EXTEND BARS 1131A 3'-9" INTO CAP.

openai/gpt-5.6-terra-pro · 14470 tokens · 19.9s

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Pile Connection

page 15 · pile_connection_p15_r06
Original
Pile Connection
{
  "view": "Detail",
  "objects": [
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 1,
      "note": "Shown in the pile connection detail."
    },
    {
      "name": "holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Called out as 2\" DIAMETER HOLES in the H-pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "bent/U-shaped",
      "material": "steel",
      "count": 3,
      "note": "Three bars are shown at the H-pile; a separate typical bar-bend diagram is also shown."
    }
  ],
  "measurements": [
    {
      "label": "bar inclination, left",
      "value": "15°",
      "unit": "°",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "bar inclination, right",
      "value": "15°",
      "unit": "°",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum vertical dimension",
      "value": "5\"",
      "unit": "\"",
      "appliesTo": "H-pile / hole layout"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "\"",
      "appliesTo": "holes"
    },
    {
      "label": "left horizontal dimension",
      "value": "4\"",
      "unit": "\"",
      "appliesTo": "H-pile / hole layout"
    },
    {
      "label": "right horizontal dimension",
      "value": "4\"",
      "unit": "\"",
      "appliesTo": "H-pile / hole layout"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "°",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar length",
      "value": "24\"",
      "unit": "\"",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "[partial] ) CONSTRUCTION JOINT.",
    "[partial] TRACTOR'S OPTION,",
    "[partial] UCTION JOINT MAY BE",
    "[partial] ED TO TOP OF FOOTING."
  ],
  "labels": [
    "PILE CONNECTION DETAIL",
    "NO SCALE"
  ],
  "description": "This crop shows a no-scale pile connection detail for attaching #8 reinforcing bars through circular holes in an H-pile. It also includes a typical #8 bar bend configuration with a 30° bend angle and a 24\" minimum dimension; partial construction-joint notes are visible at the left crop edge."
}

Pile Connection

done

pile_connection_p15_r06Substructure

Detail3 objects · 8 measurements · 4 notes · 2 labels

This crop shows a no-scale pile connection detail for attaching #8 reinforcing bars through circular holes in an H-pile. It also includes a typical #8 bar bend configuration with a 30° bend angle and a 24" minimum dimension; partial construction-joint notes are visible at the left crop edge.

Objects · 3

MarkObjectNo.ShapeMaterialNote
H-pile1H-sectionShown in the pile connection detail.
holes3circularCalled out as 2" DIAMETER HOLES in the H-pile.
#8 BARreinforcement bar3bent/U-shapedsteelThree bars are shown at the H-pile; a separate typical bar-bend diagram is also shown.

Measurements · 8

MeasurementValueUnitApplies to
bar inclination, left15°°#8 BAR
bar inclination, right15°°#8 BAR
minimum vertical dimension5""H-pile / hole layout
hole diameter2""holes
left horizontal dimension4""H-pile / hole layout
right horizontal dimension4""H-pile / hole layout
bar bend angle30°°#8 BAR
minimum bar length24""#8 BAR

Labels

PILE CONNECTION DETAILNO SCALE

Notes

  • [partial] ) CONSTRUCTION JOINT.
  • [partial] TRACTOR'S OPTION,
  • [partial] UCTION JOINT MAY BE
  • [partial] ED TO TOP OF FOOTING.

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Pile Driving Requirements

page 15 · pile_driving_requirements_p15_r08
Original
Pile Driving Requirements
{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "All piles specified as HP 12 x 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "222",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "342",
      "unit": "KIPS",
      "appliesTo": "all piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "115",
      "unit": "",
      "appliesTo": "BENT 3L"
    },
    {
      "label": "minimum tip elevation",
      "value": "114",
      "unit": "",
      "appliesTo": "BENT 3R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "DRAWING NO.",
    "35-0015",
    "BRIDGE SHEET",
    "15 OF 21",
    "REVISIONS",
    "BY",
    "1 INCH WHEN PRINTED FU..."
  ],
  "description": "This crop shows pile driving design and installation requirements, with a plan driving objective note. It also includes a partial bridge-sheet title block identifying Drawing No. 35-0015 and Bridge Sheet 15 of 21."
}

Pile Driving Requirements

done

pile_driving_requirements_p15_r08Earthworks

Notes1 object · 4 measurements · 3 notes · 8 labels

This crop shows pile driving design and installation requirements, with a plan driving objective note. It also includes a partial bridge-sheet title block identifying Drawing No. 35-0015 and Bridge Sheet 15 of 21.

Objects · 1

ObjectShapeMaterialNote
pileH-sectionsteelAll piles specified as HP 12 x 53.

Measurements · 4

MeasurementValueUnitApplies to
maximum factored axial load222KIPSpiles
driving resistance342KIPSall piles
minimum tip elevation115BENT 3L
minimum tip elevation114BENT 3R

Labels

PLAN DRIVING OBJECTIVEDRAWING NO.35-0015BRIDGE SHEET15 OF 21REVISIONSBY1 INCH WHEN PRINTED FU...

Notes

  • PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.
  • ALL PILES SHALL BE STEEL H, HP 12 X 53.
  • ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED.

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Sheet Title Block

page 15 · sheet_title_block_p15_r07
Original
Sheet Title Block
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1/4” = 1’-0”",
      "unit": "",
      "appliesTo": "Drawing, unless otherwise noted"
    },
    {
      "label": "Bridge sheet",
      "value": "15 OF 21",
      "unit": "",
      "appliesTo": "Bridge sheet set"
    },
    {
      "label": "Printed full-size reference",
      "value": "1 INCH",
      "unit": "",
      "appliesTo": "Graphic scale reference"
    }
  ],
  "notes": [
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "SCALE: 1/4” = 1’-0” (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "ELEVATION",
    "BRIDGE NO.1 LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0015",
    "BRIDGE SHEET",
    "DATE",
    "REVISIONS",
    "BY",
    "MAY 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "0019181_0015.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUNA SASTRY"
  ],
  "description": "This crop contains the sheet title block and a small portion of the drawing title area. It identifies an elevation for Intermediate Bent 3, SR 21 at NS #620272Y, Jenkins County, for Bridge No. 1 left and right, and documents sheet 15 of 21."
}

Sheet Title Block

done

sheet_title_block_p15_r07

Title Block3 measurements · 3 notes · 38 labels

This crop contains the sheet title block and a small portion of the drawing title area. It identifies an elevation for Intermediate Bent 3, SR 21 at NS #620272Y, Jenkins County, for Bridge No. 1 left and right, and documents sheet 15 of 21.

Objects · 0

No objects read. Edit to add one.

Measurements · 3

MeasurementValueApplies to
Scale1/4” = 1’-0”Drawing, unless otherwise noted
Bridge sheet15 OF 21Bridge sheet set
Printed full-size reference1 INCHGraphic scale reference

Labels

ELEVATIONBRIDGE NO.1 LT. AND RT.S&A AtlantaSASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375FAX: 770-442-0761GEORGIADEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESINTERMEDIATE BENT 3SR 21 @ NS #620272YJENKINS COUNTY0019181DRAWING NO.35-0015BRIDGE SHEETDATEREVISIONSBYMAY 2025DESIGNEDUPDRAWNEPRCHECKEDASDESIGN GROUPJBKREVIEWEDDLC/SKGAPPROVEDDPD0019181_0015.dgnGEORGIA REGISTERED PROFESSIONAL ENGINEERNo.19371ARUNA SASTRY

Notes

  • (BENT 3 RIGHT LOOKING AHEAD)
  • SCALE: 1/4” = 1’-0” (UNLESS OTHERWISE NOTED)
  • 1 INCH WHEN PRINTED FULL SIZE

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Substructure Quantities

page 15 · substructure_quantities_p15_r09
Original
Substructure Quantities
{
  "view": "Table",
  "objects": [
    {
      "name": "Class AA concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Quantity listed for Bent 3 LT. and Bent 3 RT."
    },
    {
      "name": "Bar reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Quantity listed for Bent 3 LT. and Bent 3 RT."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "104.0",
      "unit": "CY",
      "appliesTo": "BENT 3 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "104.0",
      "unit": "CY",
      "appliesTo": "BENT 3 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "16679",
      "unit": "LB",
      "appliesTo": "BENT 3 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "16681",
      "unit": "LB",
      "appliesTo": "BENT 3 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 3 LT.",
    "BENT 3 RT."
  ],
  "description": "This crop is a substructure quantities table for Bent 3 left and right. It lists Class AA concrete quantities and bar reinforcing steel quantities for each bent."
}

Substructure Quantities

done

substructure_quantities_p15_r09Substructure

Table2 objects · 4 measurements · 4 labels

This crop is a substructure quantities table for Bent 3 left and right. It lists Class AA concrete quantities and bar reinforcing steel quantities for each bent.

Objects · 2

ObjectMaterialNote
Class AA concreteconcreteQuantity listed for Bent 3 LT. and Bent 3 RT.
Bar reinforcing steelreinforcing steelQuantity listed for Bent 3 LT. and Bent 3 RT.

Measurements · 4

MeasurementValueUnitApplies to
CY CLASS AA CONCRETE104.0CYBENT 3 LT.
CY CLASS AA CONCRETE104.0CYBENT 3 RT.
LB BAR REINF STEEL16679LBBENT 3 LT.
LB BAR REINF STEEL16681LBBENT 3 RT.

Labels

SUBSTRUCTURE QUANTITIESITEMBENT 3 LT.BENT 3 RT.

openai/gpt-5.6-terra-pro · 8609 tokens · 7.9s

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item · 1944 × 1535

bent 3

page 16 · bent_3
Original
bent 3
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan footprint shown for Bent 3."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile symbols shown in two rows of three."
    }
  ],
  "measurements": [
    {
      "label": "overall footing plan dimension",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "end offset / pile spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing and pile layout"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "end offset / pile spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing and pile layout"
    },
    {
      "label": "overall footing plan dimension",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "end offset / pile spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing and pile layout"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "end offset / pile spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing and pile layout"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    }
  ],
  "notes": [],
  "labels": [
    "℄ PILE",
    "℄ BENT 2",
    "℄ BENT 3",
    "℄ COLUMN",
    "AHEAD",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop shows the footing plan for Bent 3. A rectangular 13'-0\" by 13'-0\" footing contains six H-section pile symbols arranged in two rows of three, with centerlines for the bent and column indicated. A partial adjacent Bent 2 centerline/callout is visible at the left edge."
}

bent 3

done

bent_3Substructure

Plan2 objects · 11 measurements · 7 labels

This crop shows the footing plan for Bent 3. A rectangular 13'-0" by 13'-0" footing contains six H-section pile symbols arranged in two rows of three, with centerlines for the bent and column indicated. A partial adjacent Bent 2 centerline/callout is visible at the left edge.

Objects · 2

ObjectNo.ShapeNote
footing1rectangularPlan footprint shown for Bent 3.
pile6H-sectionSix pile symbols shown in two rows of three.

Measurements · 11

MeasurementValueApplies to
overall footing plan dimension13'-0"footing
end offset / pile spacing1'-3"footing and pile layout
pile spacing5'-3"pile layout
pile spacing5'-3"pile layout
end offset / pile spacing1'-3"footing and pile layout
overall footing plan dimension13'-0"footing
end offset / pile spacing1'-3"footing and pile layout
pile spacing5'-3"pile layout
pile spacing5'-3"pile layout
end offset / pile spacing1'-3"footing and pile layout
scale3/8" = 1'-0"FOOTING PLAN - BENT 3

Labels

℄ PILE℄ BENT 2℄ BENT 3℄ COLUMNAHEADFOOTING PLAN - BENT 3SCALE: 3/8" = 1'-0"

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Bent 4

page 16 · bent_4
Original
Bent 4
{
  "view": "Detail",
  "objects": [
    {
      "name": "Rectangular reinforced-member outline",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two separate rectangular reinforcement layouts are shown as Detail 3 and Detail 4; member type is not identified in this crop."
    },
    {
      "name": "Reinforcement bar set",
      "tag": "5-541",
      "shape": "bent/linear as drawn",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown in Detail 3 and Section D-D."
    },
    {
      "name": "Reinforcement bar set",
      "tag": "5-444",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout states EA. FACE AT EQ. SPS.; shown in Section D-D."
    },
    {
      "name": "Reinforcement bar set",
      "tag": "5-540A",
      "shape": "bent/linear as drawn",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown in Detail 4 and Section E-E."
    },
    {
      "name": "Reinforcement bar set",
      "tag": "4-540B",
      "shape": "bent/linear as drawn",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown in Detail 4 and Section F-F."
    },
    {
      "name": "Reinforcement bar set",
      "tag": "5-443A",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout states EA. FACE AT EQ. SPS.; shown in Sections E-E and F-F."
    },
    {
      "name": "Reinforcement bar set",
      "tag": "3-443B",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout states EA. FACE AT EQ. SPS.; shown in Section F-F."
    }
  ],
  "measurements": [
    {
      "label": "Detail 3 overall width",
      "value": "3'-0 7/16\"",
      "unit": "ft-in",
      "appliesTo": "Detail 3"
    },
    {
      "label": "Section D-D width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section D-D"
    },
    {
      "label": "Detail 4 overall width",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": "Detail 4"
    },
    {
      "label": "Section E-E width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section E-E"
    },
    {
      "label": "Section F-F width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section F-F"
    }
  ],
  "notes": [
    "5-444 EA. FACE AT EQ. SPS.",
    "5-443A EA. FACE AT EQ. SPS.",
    "5-443A EA. FACE AT EQ. SPS.",
    "3-443B EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "DETAIL 3",
    "SECTION D-D",
    "DETAIL 4",
    "SECTION E-E",
    "SECTION F-F",
    "BENT 4",
    "NO SCALE",
    "D",
    "E",
    "F"
  ],
  "description": "This crop shows reinforcement details and sectional views for BENT 4. Detail 3 is accompanied by Section D-D, and Detail 4 is accompanied by Sections E-E and F-F, with reinforcement identified by bar callouts and equal-spacing notes."
}

Bent 4

done

bent_4Substructurecross section

Detail7 objects · 5 measurements · 4 notes · 10 labels

This crop shows reinforcement details and sectional views for BENT 4. Detail 3 is accompanied by Section D-D, and Detail 4 is accompanied by Sections E-E and F-F, with reinforcement identified by bar callouts and equal-spacing notes.

Objects · 7

MarkObjectNo.ShapeMaterialNote
Rectangular reinforced-member outline2rectangularTwo separate rectangular reinforcement layouts are shown as Detail 3 and Detail 4; member type is not identified in this crop.
5-541Reinforcement bar setbent/linear as drawnreinforcing steelShown in Detail 3 and Section D-D.
5-444Reinforcement bar setlinearreinforcing steelCallout states EA. FACE AT EQ. SPS.; shown in Section D-D.
5-540AReinforcement bar setbent/linear as drawnreinforcing steelShown in Detail 4 and Section E-E.
4-540BReinforcement bar setbent/linear as drawnreinforcing steelShown in Detail 4 and Section F-F.
5-443AReinforcement bar setlinearreinforcing steelCallout states EA. FACE AT EQ. SPS.; shown in Sections E-E and F-F.
3-443BReinforcement bar setlinearreinforcing steelCallout states EA. FACE AT EQ. SPS.; shown in Section F-F.

Measurements · 5

MeasurementValueUnitApplies to
Detail 3 overall width3'-0 7/16"ft-inDetail 3
Section D-D width1'-0"ft-inSection D-D
Detail 4 overall width5'-4 3/4"ft-inDetail 4
Section E-E width1'-0"ft-inSection E-E
Section F-F width1'-0"ft-inSection F-F

Labels

DETAIL 3SECTION D-DDETAIL 4SECTION E-ESECTION F-FBENT 4NO SCALEDEF

Notes

  • 5-444 EA. FACE AT EQ. SPS.
  • 5-443A EA. FACE AT EQ. SPS.
  • 5-443A EA. FACE AT EQ. SPS.
  • 3-443B EA. FACE AT EQ. SPS.

openai/gpt-5.6-terra-pro · 27363 tokens · 50.8s

item · 1531 × 1268

Bent Cap

page 16 · bent_cap_p16_r03
Original
Bent Cap
{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Sectioned concrete outline is shown with bearing centerlines above."
    },
    {
      "name": "Reinforcement bars",
      "tag": "520 OR 530",
      "shape": "",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Two bars are shown in the raised portion of the cap."
    },
    {
      "name": "Reinforcement bars",
      "tag": "1121 OR 1131",
      "shape": "",
      "material": "reinforcement steel",
      "count": 8,
      "note": "Bars are called out along the upper portion of the section."
    },
    {
      "name": "Reinforcement bars",
      "tag": "421 OR 431",
      "shape": "",
      "material": "reinforcement steel",
      "count": 44,
      "note": "Perimeter/side reinforcement callout."
    },
    {
      "name": "Reinforcement bars",
      "tag": "521 OR 531",
      "shape": "",
      "material": "reinforcement steel",
      "count": null,
      "note": "Callout points to vertical side reinforcement."
    },
    {
      "name": "Reinforcement bars",
      "tag": "1123 OR 1133",
      "shape": "",
      "material": "reinforcement steel",
      "count": 8,
      "note": "Bars are called out along the bottom of the section."
    },
    {
      "name": "Reinforcement bars",
      "tag": "422 OR 432",
      "shape": "",
      "material": "reinforcement steel",
      "count": 5,
      "note": "Called out each face."
    }
  ],
  "measurements": [
    {
      "label": "Overall cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Width from CL BENT to left side",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Width from CL BENT to right side",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Left bearing layout spacing",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Bearing layout spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Bearing layout spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Right bearing layout spacing",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Minimum overall height",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Bottom vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Bars 520 OR 530",
      "value": "2",
      "unit": "",
      "appliesTo": "520 OR 530"
    },
    {
      "label": "Bars 1121 OR 1131",
      "value": "8",
      "unit": "",
      "appliesTo": "1121 OR 1131"
    },
    {
      "label": "Bars 421 OR 431",
      "value": "44",
      "unit": "",
      "appliesTo": "421 OR 431"
    },
    {
      "label": "Bars 1123 OR 1133",
      "value": "8",
      "unit": "",
      "appliesTo": "1123 OR 1133"
    },
    {
      "label": "Bars 422 OR 432",
      "value": "5",
      "unit": "",
      "appliesTo": "422 OR 432"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "5-422 OR 5-432 EACH FACE",
    "2\" CL., 3 SIDES",
    "2\" MIN. CL. (partial at right edge)"
  ],
  "labels": [
    "CL BENT",
    "CL BRNG.",
    "SECTION A-A"
  ],
  "description": "This crop shows SECTION A-A through a stepped rectangular bent cap, with the bent centerline and two bearing centerlines indicated. It documents cap geometry, bearing layout dimensions, clear cover, and reinforcing-bar callouts."
}

Bent Cap

done

bent_cap_p16_r03Substructurecross section

Section7 objects · 16 measurements · 4 notes · 3 labels

This crop shows SECTION A-A through a stepped rectangular bent cap, with the bent centerline and two bearing centerlines indicated. It documents cap geometry, bearing layout dimensions, clear cover, and reinforcing-bar callouts.

Objects · 7

MarkObjectNo.ShapeMaterialNote
Bent cap1stepped rectangularSectioned concrete outline is shown with bearing centerlines above.
520 OR 530Reinforcement bars2reinforcement steelTwo bars are shown in the raised portion of the cap.
1121 OR 1131Reinforcement bars8reinforcement steelBars are called out along the upper portion of the section.
421 OR 431Reinforcement bars44reinforcement steelPerimeter/side reinforcement callout.
521 OR 531Reinforcement barsreinforcement steelCallout points to vertical side reinforcement.
1123 OR 1133Reinforcement bars8reinforcement steelBars are called out along the bottom of the section.
422 OR 432Reinforcement bars5reinforcement steelCalled out each face.

Measurements · 16

MeasurementValueApplies to
Overall cap width4'-3"Bent cap
Width from CL BENT to left side2'-1½"Bent cap
Width from CL BENT to right side2'-1½"Bent cap
Left bearing layout spacing11½"Bent cap
Bearing layout spacing1'-2"Bent cap
Bearing layout spacing1'-2"Bent cap
Right bearing layout spacing11½"Bent cap
Minimum overall height4'-0"Bent cap
Bottom vertical dimension9"Bent cap
Minimum clear cover2"Bent cap
Clear cover2"Bent cap
Bars 520 OR 5302520 OR 530
Bars 1121 OR 113181121 OR 1131
Bars 421 OR 43144421 OR 431
Bars 1123 OR 113381123 OR 1133
Bars 422 OR 4325422 OR 432

Labels

CL BENTCL BRNG.SECTION A-A

Notes

  • 2" MIN. CL., TYP.
  • 5-422 OR 5-432 EACH FACE
  • 2" CL., 3 SIDES
  • 2" MIN. CL. (partial at right edge)

openai/gpt-5.6-terra-pro · 28200 tokens · 43.5s

item · 1323 × 1268

Bent Cap

page 16 · bent_cap_p16_r04
Original
Bent Cap
{
  "view": "Section",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "stepped rectangular section",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned cap is shown with reinforcing steel and bearing centerlines."
    },
    {
      "name": "reinforcement bar",
      "tag": "520 OR 530",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Top reinforcing bar callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "1121 OR 1131",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Top reinforcing bar callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "421 OR 431",
      "shape": "vertical bar",
      "material": "reinforcing steel",
      "count": 44,
      "note": "Side reinforcing bar callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "522 OR 532",
      "shape": "horizontal bar",
      "material": "reinforcing steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "422 OR 432",
      "shape": "vertical bar",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Each face."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123 OR 1133",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Bottom reinforcing bar callout."
    }
  ],
  "measurements": [
    {
      "label": "overall top width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "width from left side to CL BENT",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "width from CL BENT to right side",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "left outside width to CL BRNG.",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "left bearing centerline spacing to CL BENT",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right bearing centerline spacing from CL BENT",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right CL BRNG. to outside width",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum overall height",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bottom vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum clearance, typical",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement"
    },
    {
      "label": "clearance, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-520 OR 2-530",
      "unit": "",
      "appliesTo": "520 OR 530"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "8-1121 OR 8-1131",
      "unit": "",
      "appliesTo": "1121 OR 1131"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "44-421 OR 44-431",
      "unit": "",
      "appliesTo": "421 OR 431"
    },
    {
      "label": "reinforcement mark",
      "value": "522 OR 532",
      "unit": "",
      "appliesTo": "522 OR 532"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "5-422 OR 5-432",
      "unit": "",
      "appliesTo": "422 OR 432"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "8-1123 OR 8-1133",
      "unit": "",
      "appliesTo": "1123 OR 1133"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "5-422 OR 5-432 EACH FACE",
    "2\" CL., 3 SIDES",
    "2-520 OR 2-530",
    "8-1121 OR 8-1131",
    "44-421 OR 44-431",
    "522 OR 532",
    "8-1123 OR 8-1133"
  ],
  "labels": [
    "CL BENT",
    "CL BRNG.",
    "SECTION B-B"
  ],
  "description": "This crop shows SECTION B-B through a stepped reinforced-concrete bent cap. The section documents cap geometry, bent and bearing centerlines, concrete clearance requirements, and reinforcing-bar marks and quantities."
}

Bent Cap

done

bent_cap_p16_r04Substructurecross section

Section7 objects · 17 measurements · 8 notes · 3 labels

This crop shows SECTION B-B through a stepped reinforced-concrete bent cap. The section documents cap geometry, bent and bearing centerlines, concrete clearance requirements, and reinforcing-bar marks and quantities.

Objects · 7

MarkObjectNo.ShapeMaterialNote
bent cap1stepped rectangular sectionreinforced concreteSectioned cap is shown with reinforcing steel and bearing centerlines.
520 OR 530reinforcement bar2bent barreinforcing steelTop reinforcing bar callout.
1121 OR 1131reinforcement bar8bent barreinforcing steelTop reinforcing bar callout.
421 OR 431reinforcement bar44vertical barreinforcing steelSide reinforcing bar callout.
522 OR 532reinforcement barhorizontal barreinforcing steel
422 OR 432reinforcement bar5vertical barreinforcing steelEach face.
1123 OR 1133reinforcement bar8bent barreinforcing steelBottom reinforcing bar callout.

Measurements · 17

MeasurementValueApplies to
overall top width4'-3"bent cap
width from left side to CL BENT2'-1½"bent cap
width from CL BENT to right side2'-1½"bent cap
left outside width to CL BRNG.11½"bent cap
left bearing centerline spacing to CL BENT1'-2"bent cap
right bearing centerline spacing from CL BENT1'-2"bent cap
right CL BRNG. to outside width11½"bent cap
minimum overall height4'-0"bent cap
bottom vertical dimension9"bent cap
minimum clearance, typical2"reinforcement
clearance, 3 sides2"reinforcement
reinforcement quantity and mark2-520 OR 2-530520 OR 530
reinforcement quantity and mark8-1121 OR 8-11311121 OR 1131
reinforcement quantity and mark44-421 OR 44-431421 OR 431
reinforcement mark522 OR 532522 OR 532
reinforcement quantity and mark5-422 OR 5-432422 OR 432
reinforcement quantity and mark8-1123 OR 8-11331123 OR 1133

Labels

CL BENTCL BRNG.SECTION B-B

Notes

  • 2" MIN. CL., TYP.
  • 5-422 OR 5-432 EACH FACE
  • 2" CL., 3 SIDES
  • 2-520 OR 2-530
  • 8-1121 OR 8-1131
  • 44-421 OR 44-431
  • 522 OR 532
  • 8-1123 OR 8-1133

openai/gpt-5.6-terra-pro · 23445 tokens · 43.3s

crop · 1570 × 1298

p16_r01 section a a

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r01_section_a_a
Original
p16_r01 section a a
{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete member",
      "tag": "",
      "shape": "stepped rectangular section",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section contains a raised rectangular portion above the main rectangular body."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-520 OR 2-530",
      "shape": "bent bars as drawn",
      "material": "steel",
      "count": 2,
      "note": "Bars shown in the raised portion."
    },
    {
      "name": "reinforcement bars",
      "tag": "8-1121 OR 8-1131",
      "shape": "bent bars as drawn",
      "material": "steel",
      "count": 8,
      "note": "Bars shown along the upper portion of the main section."
    },
    {
      "name": "reinforcement bars",
      "tag": "44-421 OR 44-431",
      "shape": "vertical straight bars",
      "material": "steel",
      "count": 44,
      "note": "Callout points to side reinforcement."
    },
    {
      "name": "reinforcement bars",
      "tag": "52I OR 53I",
      "shape": "vertical straight bars",
      "material": "steel",
      "count": null,
      "note": "Callout points to the right-side vertical reinforcement."
    },
    {
      "name": "reinforcement bars",
      "tag": "8-1123 OR 8-1133",
      "shape": "straight bars",
      "material": "steel",
      "count": 8,
      "note": "Bars shown along the bottom of the section."
    },
    {
      "name": "reinforcement bars",
      "tag": "5-422 OR 5-432",
      "shape": "vertical straight bars",
      "material": "steel",
      "count": 5,
      "note": "Each face."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width, left",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width, right",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "left edge to bearing reference",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "bearing reference to bent centerline, left",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "bent centerline to bearing reference, right",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "bearing reference to right edge",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum overall height",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "bottom dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum clear cover, typical",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "partial dimension at right edge",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-520 OR 2-530",
      "unit": "",
      "appliesTo": "2-520 OR 2-530"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-1121 OR 8-1131",
      "unit": "",
      "appliesTo": "8-1121 OR 8-1131"
    },
    {
      "label": "reinforcement quantity",
      "value": "44-421 OR 44-431",
      "unit": "",
      "appliesTo": "44-421 OR 44-431"
    },
    {
      "label": "reinforcement quantity",
      "value": "52I OR 53I",
      "unit": "",
      "appliesTo": "52I OR 53I"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-1123 OR 8-1133",
      "unit": "",
      "appliesTo": "8-1123 OR 8-1133"
    },
    {
      "label": "reinforcement quantity each face",
      "value": "5-422 OR 5-432",
      "unit": "",
      "appliesTo": "5-422 OR 5-432"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "5-422 OR 5-432 EACH FACE",
    "2\" CL., 3 SIDES"
  ],
  "labels": [
    "℄ BENT",
    "℄ BRNG.",
    "SECTION A-A"
  ],
  "description": "This crop shows Section A-A through a stepped reinforced-concrete member at the bent centerline, with bearing reference lines on either side. It documents the member cross-sectional dimensions, concrete clear cover, and reinforcement callouts; the right-side upper dimension is partially cropped."
}

p16_r01 section a a

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r01_section_a_a

Section7 objects · 18 measurements · 3 notes · 3 labels

This crop shows Section A-A through a stepped reinforced-concrete member at the bent centerline, with bearing reference lines on either side. It documents the member cross-sectional dimensions, concrete clear cover, and reinforcement callouts; the right-side upper dimension is partially cropped.

Objects · 7

MarkObjectNo.ShapeMaterialNote
reinforced concrete member1stepped rectangular sectionreinforced concreteSection contains a raised rectangular portion above the main rectangular body.
2-520 OR 2-530reinforcement bars2bent bars as drawnsteelBars shown in the raised portion.
8-1121 OR 8-1131reinforcement bars8bent bars as drawnsteelBars shown along the upper portion of the main section.
44-421 OR 44-431reinforcement bars44vertical straight barssteelCallout points to side reinforcement.
52I OR 53Ireinforcement barsvertical straight barssteelCallout points to the right-side vertical reinforcement.
8-1123 OR 8-1133reinforcement bars8straight barssteelBars shown along the bottom of the section.
5-422 OR 5-432reinforcement bars5vertical straight barssteelEach face.

Measurements · 18

MeasurementValueApplies to
overall width4'-3"reinforced concrete member
half width, left2'-1½"reinforced concrete member
half width, right2'-1½"reinforced concrete member
left edge to bearing reference11½"reinforced concrete member
bearing reference to bent centerline, left1'-2"reinforced concrete member
bent centerline to bearing reference, right1'-2"reinforced concrete member
bearing reference to right edge11½"reinforced concrete member
minimum overall height4'-0" MIN.reinforced concrete member
bottom dimension9"reinforced concrete member
minimum clear cover, typical2"reinforced concrete member
clear cover, 3 sides2"reinforced concrete member
partial dimension at right edge2"reinforced concrete member
reinforcement quantity2-520 OR 2-5302-520 OR 2-530
reinforcement quantity8-1121 OR 8-11318-1121 OR 8-1131
reinforcement quantity44-421 OR 44-43144-421 OR 44-431
reinforcement quantity52I OR 53I52I OR 53I
reinforcement quantity8-1123 OR 8-11338-1123 OR 8-1133
reinforcement quantity each face5-422 OR 5-4325-422 OR 5-432

Labels

℄ BENT℄ BRNG.SECTION A-A

Notes

  • 2" MIN. CL., TYP.
  • 5-422 OR 5-432 EACH FACE
  • 2" CL., 3 SIDES

openai/gpt-5.6-terra-pro · 24299 tokens · 37.5s

crop · 925 × 179

p16_r02 gdot logo and project identification header block

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r02_gdot_logo_and_project_identification_header_block
Original
p16_r02 gdot logo and project identification header block
{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop shows a portion of the drawing title block containing the GDOT logo and the project identification number. No constructional work items are shown."
}

p16_r02 gdot logo and project identification header block

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r02_gdot_logo_and_project_identification_header_block

Title Block3 labels

This crop shows a portion of the drawing title block containing the GDOT logo and the project identification number. No constructional work items are shown.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

GDOTP.I. NO.0019181

openai/gpt-5.6-terra-pro · 6141 tokens · 4.9s

crop · 1484 × 1238

p16_r03 cross section of bent cap at bearing line showing rebar

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r03_cross_section_of_bent_cap_at_bearing_line_showing_rebar
Original
p16_r03 cross section of bent cap at bearing line showing rebar
{
  "view": "Section",
  "objects": [
    {
      "name": "bent member",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned member with a raised central portion above the main rectangular body."
    },
    {
      "name": "reinforcement bar group",
      "tag": "#20 OR #30",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Two upper bars in the raised central portion."
    },
    {
      "name": "reinforcement bar group",
      "tag": "#121 OR #131",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Top reinforcement bar group."
    },
    {
      "name": "reinforcement bar group",
      "tag": "#21 OR #31",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 44,
      "note": "Side reinforcement; separate callout also identifies #21 OR #31."
    },
    {
      "name": "reinforcement bar group",
      "tag": "#22 OR #32",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Each face."
    },
    {
      "name": "reinforcement bar group",
      "tag": "#23 OR #33",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Bottom reinforcement bar group."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "width from CL BENT",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "width from CL BENT",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "edge-to-CL BRNG. distance",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "CL BRNG. to CL BENT distance",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "CL BENT to CL BRNG. distance",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "CL BRNG. to edge distance",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "minimum overall depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "bottom depth",
      "value": "9\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "minimum clear cover, typical",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement bar groups"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement bar groups"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#20 OR 2-#30",
      "unit": "",
      "appliesTo": "#20 OR #30"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#121 OR 8-#131",
      "unit": "",
      "appliesTo": "#121 OR #131"
    },
    {
      "label": "reinforcement quantity",
      "value": "44-#21 OR 44-#31",
      "unit": "",
      "appliesTo": "#21 OR #31"
    },
    {
      "label": "reinforcement quantity",
      "value": "5-#22 OR 5-#32",
      "unit": "",
      "appliesTo": "#22 OR #32"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#23 OR 8-#33",
      "unit": "",
      "appliesTo": "#23 OR #33"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "5-#22 OR 5-#32 EACH FACE",
    "2\" CL., 3 SIDES",
    "2\" MIN. C... (partial)"
  ],
  "labels": [
    "℄ BENT",
    "℄ BRNG.",
    "SECTION A-A"
  ],
  "description": "This crop shows Section A-A through a stepped reinforced-concrete bent member, with bent and bearing centerlines indicated. It documents the section dimensions, concrete cover requirements, and reinforcement bar groups for alternate bar marks."
}

p16_r03 cross section of bent cap at bearing line showing rebar

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r03_cross_section_of_bent_cap_at_bearing_line_showing_rebar

Section6 objects · 16 measurements · 4 notes · 3 labels

This crop shows Section A-A through a stepped reinforced-concrete bent member, with bent and bearing centerlines indicated. It documents the section dimensions, concrete cover requirements, and reinforcement bar groups for alternate bar marks.

Objects · 6

MarkObjectNo.ShapeMaterialNote
bent member1stepped rectangularreinforced concreteSectioned member with a raised central portion above the main rectangular body.
#20 OR #30reinforcement bar group2straightreinforcing steelTwo upper bars in the raised central portion.
#121 OR #131reinforcement bar group8straightreinforcing steelTop reinforcement bar group.
#21 OR #31reinforcement bar group44straightreinforcing steelSide reinforcement; separate callout also identifies #21 OR #31.
#22 OR #32reinforcement bar group5straightreinforcing steelEach face.
#23 OR #33reinforcement bar group8straightreinforcing steelBottom reinforcement bar group.

Measurements · 16

MeasurementValueApplies to
overall width4'-3"bent member
width from CL BENT2'-1½"bent member
width from CL BENT2'-1½"bent member
edge-to-CL BRNG. distance11½"bent member
CL BRNG. to CL BENT distance1'-2"bent member
CL BENT to CL BRNG. distance1'-2"bent member
CL BRNG. to edge distance11½"bent member
minimum overall depth4'-0" MIN.bent member
bottom depth9"bent member
minimum clear cover, typical2"reinforcement bar groups
clear cover, 3 sides2"reinforcement bar groups
reinforcement quantity2-#20 OR 2-#30#20 OR #30
reinforcement quantity8-#121 OR 8-#131#121 OR #131
reinforcement quantity44-#21 OR 44-#31#21 OR #31
reinforcement quantity5-#22 OR 5-#32#22 OR #32
reinforcement quantity8-#23 OR 8-#33#23 OR #33

Labels

℄ BENT℄ BRNG.SECTION A-A

Notes

  • 2" MIN. CL., TYP.
  • 5-#22 OR 5-#32 EACH FACE
  • 2" CL., 3 SIDES
  • 2" MIN. C... (partial)

openai/gpt-5.6-terra-pro · 26525 tokens · 43.0s

crop · 1276 × 1238

p16_r04 cross section of bent cap at bearing line showing rebar

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r04_cross_section_of_bent_cap_at_bearing_line_showing_rebar
Original
p16_r04 cross section of bent cap at bearing line showing rebar
{
  "view": "Section",
  "objects": [
    {
      "name": "concrete bent member",
      "tag": "",
      "shape": "rectangular section with raised rectangular portion at right",
      "material": "",
      "count": 1,
      "note": "Section is shown about CL BENT, with bearing centerlines indicated."
    },
    {
      "name": "reinforcement bar set",
      "tag": "2-520 OR 2-530",
      "shape": "bent rectangular/U-shaped bar",
      "material": "",
      "count": 2,
      "note": "Located in the raised portion at the right of the section."
    },
    {
      "name": "reinforcement bar set",
      "tag": "8-1121 OR 8-1131",
      "shape": "circular bar ends in section",
      "material": "",
      "count": 8,
      "note": "Shown along the upper portion of the main rectangular section."
    },
    {
      "name": "reinforcement bar set",
      "tag": "44-421 OR 44-431",
      "shape": "vertical bar",
      "material": "",
      "count": 44,
      "note": "Callout points to reinforcement at the right side of the section."
    },
    {
      "name": "reinforcement bar set",
      "tag": "522 OR 532",
      "shape": "horizontal bar",
      "material": "",
      "count": null,
      "note": "Callout points to an interior horizontal reinforcement line."
    },
    {
      "name": "reinforcement bar set",
      "tag": "8-1123 OR 8-1133",
      "shape": "circular bar ends in section",
      "material": "",
      "count": 8,
      "note": "Shown along the bottom of the section."
    },
    {
      "name": "reinforcement bar set",
      "tag": "5-422 OR 5-432",
      "shape": "vertical bar",
      "material": "",
      "count": 5,
      "note": "EACH FACE."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension from CL BENT to left edge",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension from CL BENT to right edge",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "left edge to bearing centerline",
      "value": "11½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bearing centerline to CL BENT",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "CL BENT to bearing centerline",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right bearing centerline to right edge",
      "value": "11½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "minimum overall height",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bottom dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "minimum clear cover, typical",
      "value": "2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "EACH FACE"
  ],
  "labels": [
    "CL BENT",
    "CL BRNG.",
    "SECTION B-B"
  ],
  "description": "This crop shows SECTION B-B through a bent member, with the bent centerline and two bearing centerlines dimensioned across the section. The detail depicts the concrete section profile and reinforcement callouts, including top, side, interior, and bottom reinforcement with stated clear-cover requirements."
}

p16_r04 cross section of bent cap at bearing line showing rebar

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r04_cross_section_of_bent_cap_at_bearing_line_showing_rebar

Section7 objects · 11 measurements · 3 notes · 3 labels

This crop shows SECTION B-B through a bent member, with the bent centerline and two bearing centerlines dimensioned across the section. The detail depicts the concrete section profile and reinforcement callouts, including top, side, interior, and bottom reinforcement with stated clear-cover requirements.

Objects · 7

MarkObjectNo.ShapeNote
concrete bent member1rectangular section with raised rectangular portion at rightSection is shown about CL BENT, with bearing centerlines indicated.
2-520 OR 2-530reinforcement bar set2bent rectangular/U-shaped barLocated in the raised portion at the right of the section.
8-1121 OR 8-1131reinforcement bar set8circular bar ends in sectionShown along the upper portion of the main rectangular section.
44-421 OR 44-431reinforcement bar set44vertical barCallout points to reinforcement at the right side of the section.
522 OR 532reinforcement bar sethorizontal barCallout points to an interior horizontal reinforcement line.
8-1123 OR 8-1133reinforcement bar set8circular bar ends in sectionShown along the bottom of the section.
5-422 OR 5-432reinforcement bar set5vertical barEACH FACE.

Measurements · 11

MeasurementValue
overall width4'-3"
dimension from CL BENT to left edge2'-1½"
dimension from CL BENT to right edge2'-1½"
left edge to bearing centerline11½"
bearing centerline to CL BENT1'-2"
CL BENT to bearing centerline1'-2"
right bearing centerline to right edge11½"
minimum overall height4'-0" MIN.
bottom dimension9"
minimum clear cover, typical2"
clear cover, 3 sides2"

Labels

CL BENTCL BRNG.SECTION B-B

Notes

  • 2" MIN. CL., TYP.
  • 2" CL., 3 SIDES
  • EACH FACE

openai/gpt-5.6-terra-pro · 24028 tokens · 44.8s

crop · 957 × 1229

p16_r05 detail of bent cap rebar bar details bent 1

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r05_detail_of_bent_cap_rebar_bar_details_bent_1
Original
p16_r05 detail of bent cap rebar bar details bent 1
{
  "view": "Detail",
  "objects": [
    {
      "name": "concrete member outline",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Outlined rectangular element with a stepped/interrupted internal line at the lower left."
    },
    {
      "name": "reinforcement bars",
      "tag": "5-5I0A",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Bar callout shown across the upper-left portion of the reinforcement layout."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-5I0B",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Bar callout shown across the upper-right portion of the reinforcement layout."
    },
    {
      "name": "reinforcement bars",
      "tag": "5-4I3A",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Vertical callout at right side of the upper reinforcement layout."
    },
    {
      "name": "reinforcement bars",
      "tag": "3-4I3B",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 3,
      "note": "Vertical callout at right side of the lower reinforcement layout."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "concrete member outline"
    }
  ],
  "notes": [],
  "labels": [
    "B",
    "C",
    "DETAIL 2"
  ],
  "description": "This crop shows DETAIL 2, a rectangular reinforcement layout within an outlined member. Section/detail reference arrows labeled B and C are shown at the top and bottom, with reinforcing bar callouts for the upper and lower portions of the layout."
}

p16_r05 detail of bent cap rebar bar details bent 1

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r05_detail_of_bent_cap_rebar_bar_details_bent_1

Detail5 objects · 1 measurement · 3 labels

This crop shows DETAIL 2, a rectangular reinforcement layout within an outlined member. Section/detail reference arrows labeled B and C are shown at the top and bottom, with reinforcing bar callouts for the upper and lower portions of the layout.

Objects · 5

MarkObjectNo.ShapeMaterialNote
concrete member outline1rectangularOutlined rectangular element with a stepped/interrupted internal line at the lower left.
5-5I0Areinforcement bars5straightreinforcing steelBar callout shown across the upper-left portion of the reinforcement layout.
4-5I0Breinforcement bars4straightreinforcing steelBar callout shown across the upper-right portion of the reinforcement layout.
5-4I3Areinforcement bars5straightreinforcing steelVertical callout at right side of the upper reinforcement layout.
3-4I3Breinforcement bars3straightreinforcing steelVertical callout at right side of the lower reinforcement layout.

Measurements · 1

MeasurementValueApplies to
overall width5'-4¾"concrete member outline

Labels

BCDETAIL 2

openai/gpt-5.6-terra-pro · 16627 tokens · 26.6s

crop · 2741 × 1287

p16_r06 composite rebar detail and section views of bent 1 cap

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r06_composite_rebar_detail_and_section_views_of_bent_1_cap
Original
p16_r06 composite rebar detail and section views of bent 1 cap
{
  "view": "Detail",
  "objects": [
    {
      "name": "bent reinforcement layout",
      "tag": "BENT 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in DETAIL 1, DETAIL 2, and SECTIONS A-A, B-B, and C-C."
    },
    {
      "name": "reinforcement bar",
      "tag": "5I1",
      "shape": "linear",
      "material": "",
      "count": 5,
      "note": "Shown in DETAIL 1 and SECTION A-A."
    },
    {
      "name": "reinforcement bar",
      "tag": "4I4",
      "shape": "linear",
      "material": "",
      "count": 5,
      "note": "Callout states E.A. FACE AT EQ. SPS. in SECTION A-A."
    },
    {
      "name": "reinforcement bar",
      "tag": "5I0A",
      "shape": "linear",
      "material": "",
      "count": 5,
      "note": "Shown in DETAIL 2 and SECTION B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "5I0B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Shown in DETAIL 2 and SECTION C-C."
    },
    {
      "name": "reinforcement bar",
      "tag": "4I3A",
      "shape": "linear",
      "material": "",
      "count": 5,
      "note": "Callout states E.A. FACE AT EQ. SPS. in SECTIONS B-B and C-C."
    },
    {
      "name": "reinforcement bar",
      "tag": "4I3B",
      "shape": "linear",
      "material": "",
      "count": 3,
      "note": "Callout states E.A. FACE AT EQ. SPS. in SECTION C-C."
    }
  ],
  "measurements": [
    {
      "label": "DETAIL 1 overall width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "DETAIL 1 reinforcement quantity",
      "value": "5-5I1",
      "unit": "",
      "appliesTo": "5I1"
    },
    {
      "label": "DETAIL 1 reinforcement quantity",
      "value": "5-4I4",
      "unit": "",
      "appliesTo": "4I4"
    },
    {
      "label": "SECTION A-A width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "SECTION A-A reinforcement quantity",
      "value": "5-4I4",
      "unit": "",
      "appliesTo": "4I4"
    },
    {
      "label": "DETAIL 2 overall width",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "DETAIL 2 reinforcement quantity",
      "value": "5-5I0A",
      "unit": "",
      "appliesTo": "5I0A"
    },
    {
      "label": "DETAIL 2 reinforcement quantity",
      "value": "4-5I0B",
      "unit": "",
      "appliesTo": "5I0B"
    },
    {
      "label": "DETAIL 2 reinforcement quantity",
      "value": "5-4I3A",
      "unit": "",
      "appliesTo": "4I3A"
    },
    {
      "label": "DETAIL 2 reinforcement quantity",
      "value": "3-4I3B",
      "unit": "",
      "appliesTo": "4I3B"
    },
    {
      "label": "SECTION B-B width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "SECTION B-B reinforcement quantity",
      "value": "5-4I3A",
      "unit": "",
      "appliesTo": "4I3A"
    },
    {
      "label": "SECTION C-C width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "SECTION C-C reinforcement quantity",
      "value": "5-4I3A",
      "unit": "",
      "appliesTo": "4I3A"
    },
    {
      "label": "SECTION C-C reinforcement quantity",
      "value": "3-4I3B",
      "unit": "",
      "appliesTo": "4I3B"
    }
  ],
  "notes": [
    "E.A. FACE AT EQ. SPS.",
    "NO SCALE"
  ],
  "labels": [
    "DETAIL 1",
    "SECTION A-A",
    "DETAIL 2",
    "SECTION B-B",
    "SECTION C-C",
    "BENT 1",
    "A",
    "B",
    "C"
  ],
  "description": "This crop shows reinforcement details for BENT 1, including two rectangular reinforcement layouts identified as DETAIL 1 and DETAIL 2. It also includes transverse sections A-A, B-B, and C-C showing bar locations and bar callouts at each face and at equal spacing."
}

p16_r06 composite rebar detail and section views of bent 1 cap

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r06_composite_rebar_detail_and_section_views_of_bent_1_cap

Detail7 objects · 15 measurements · 2 notes · 9 labels

This crop shows reinforcement details for BENT 1, including two rectangular reinforcement layouts identified as DETAIL 1 and DETAIL 2. It also includes transverse sections A-A, B-B, and C-C showing bar locations and bar callouts at each face and at equal spacing.

Objects · 7

MarkObjectNo.ShapeNote
BENT 1bent reinforcement layout1rectangularShown in DETAIL 1, DETAIL 2, and SECTIONS A-A, B-B, and C-C.
5I1reinforcement bar5linearShown in DETAIL 1 and SECTION A-A.
4I4reinforcement bar5linearCallout states E.A. FACE AT EQ. SPS. in SECTION A-A.
5I0Areinforcement bar5linearShown in DETAIL 2 and SECTION B-B.
5I0Breinforcement bar4linearShown in DETAIL 2 and SECTION C-C.
4I3Areinforcement bar5linearCallout states E.A. FACE AT EQ. SPS. in SECTIONS B-B and C-C.
4I3Breinforcement bar3linearCallout states E.A. FACE AT EQ. SPS. in SECTION C-C.

Measurements · 15

MeasurementValueApplies to
DETAIL 1 overall width3'-0 7/16"BENT 1
DETAIL 1 reinforcement quantity5-5I15I1
DETAIL 1 reinforcement quantity5-4I44I4
SECTION A-A width1'-0"BENT 1
SECTION A-A reinforcement quantity5-4I44I4
DETAIL 2 overall width5'-4¾"BENT 1
DETAIL 2 reinforcement quantity5-5I0A5I0A
DETAIL 2 reinforcement quantity4-5I0B5I0B
DETAIL 2 reinforcement quantity5-4I3A4I3A
DETAIL 2 reinforcement quantity3-4I3B4I3B
SECTION B-B width1'-0"BENT 1
SECTION B-B reinforcement quantity5-4I3A4I3A
SECTION C-C width1'-0"BENT 1
SECTION C-C reinforcement quantity5-4I3A4I3A
SECTION C-C reinforcement quantity3-4I3B4I3B

Labels

DETAIL 1SECTION A-ADETAIL 2SECTION B-BSECTION C-CBENT 1ABC

Notes

  • E.A. FACE AT EQ. SPS.
  • NO SCALE

openai/gpt-5.6-terra-pro · 24715 tokens · 31.3s

crop · 852 × 1048

p16_r07 section b b section c c

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r07_section_b_b_section_c_c
Original
p16_r07 section b b section c c
{
  "view": "Section",
  "objects": [
    {
      "name": "concrete member reinforcement",
      "tag": "13A",
      "shape": "straight longitudinal bars shown as circular bar ends",
      "material": "reinforcing steel",
      "count": 20,
      "note": "Five bars are indicated at each face in Section B-B and in the upper portion of Section C-C."
    },
    {
      "name": "concrete member reinforcement",
      "tag": "13B",
      "shape": "straight longitudinal bars shown as circular bar ends",
      "material": "reinforcing steel",
      "count": 6,
      "note": "Three bars are indicated at each face in the lower portion of Section C-C."
    },
    {
      "name": "reinforcement bar set",
      "tag": "510A",
      "shape": "straight vertical bars",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Callout arrows identify the two vertical bars in Section B-B."
    },
    {
      "name": "reinforcement bar set",
      "tag": "510B",
      "shape": "straight vertical bars",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Callout arrows identify the two vertical bars in Section C-C."
    },
    {
      "name": "concrete member outline",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One rectangular outlined member is shown in each section."
    }
  ],
  "measurements": [
    {
      "label": "member width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "member width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Section C-C"
    },
    {
      "label": "reinforcement quantity and designation",
      "value": "5-13A",
      "unit": "",
      "appliesTo": "13A"
    },
    {
      "label": "reinforcement quantity and designation",
      "value": "3-13B",
      "unit": "",
      "appliesTo": "13B"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION B-B",
    "SECTION C-C",
    "E.A. FACE",
    "AT EQ. SPS."
  ],
  "description": "The crop shows two rectangular reinforced-member sections, identified as Section B-B and Section C-C. Both show 1'-0\" width dimensions and longitudinal reinforcement at each face; Section C-C has separate upper 13A and lower 13B reinforcement callouts."
}

p16_r07 section b b section c c

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r07_section_b_b_section_c_c

Section5 objects · 4 measurements · 4 labels

The crop shows two rectangular reinforced-member sections, identified as Section B-B and Section C-C. Both show 1'-0" width dimensions and longitudinal reinforcement at each face; Section C-C has separate upper 13A and lower 13B reinforcement callouts.

Objects · 5

MarkObjectNo.ShapeMaterialNote
13Aconcrete member reinforcement20straight longitudinal bars shown as circular bar endsreinforcing steelFive bars are indicated at each face in Section B-B and in the upper portion of Section C-C.
13Bconcrete member reinforcement6straight longitudinal bars shown as circular bar endsreinforcing steelThree bars are indicated at each face in the lower portion of Section C-C.
510Areinforcement bar set2straight vertical barsreinforcing steelCallout arrows identify the two vertical bars in Section B-B.
510Breinforcement bar set2straight vertical barsreinforcing steelCallout arrows identify the two vertical bars in Section C-C.
concrete member outline2rectangularOne rectangular outlined member is shown in each section.

Measurements · 4

MeasurementValueApplies to
member width1'-0"Section B-B
member width1'-0"Section C-C
reinforcement quantity and designation5-13A13A
reinforcement quantity and designation3-13B13B

Labels

SECTION B-BSECTION C-CE.A. FACEAT EQ. SPS.

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crop · 1763 × 1505

p16_r08 plan of pile footing layout for bent 3

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r08_plan_of_pile_footing_layout_for_bent_3
Original
p16_r08 plan of pile footing layout for bent 3
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Overall plan dimensions shown as 13'-0\" by 13'-0\"."
    },
    {
      "name": "pile",
      "tag": "℄ PILE",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile symbols arranged in two columns of three."
    }
  ],
  "measurements": [
    {
      "label": "overall footing width",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "horizontal edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "horizontal pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "horizontal pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "horizontal edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "overall footing length",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "vertical edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "vertical pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "℄ BENT 2",
    "℄ COLUMN",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop shows the footing plan for Bent 3. A square 13'-0\" footing contains six H-section pile symbols in a two-by-three layout, with centerline callouts for piles and the column. A dashed line labeled ℄ BENT 2 is visible at the sides of the crop."
}

p16_r08 plan of pile footing layout for bent 3

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r08_plan_of_pile_footing_layout_for_bent_3

Plan2 objects · 11 measurements · 5 labels

This crop shows the footing plan for Bent 3. A square 13'-0" footing contains six H-section pile symbols in a two-by-three layout, with centerline callouts for piles and the column. A dashed line labeled ℄ BENT 2 is visible at the sides of the crop.

Objects · 2

MarkObjectNo.ShapeNote
footing1rectangularOverall plan dimensions shown as 13'-0" by 13'-0".
℄ PILEpile6H-sectionSix pile symbols arranged in two columns of three.

Measurements · 11

MeasurementValueApplies to
overall footing width13'-0"footing
horizontal edge distance1'-3"footing
horizontal pile spacing5'-3"pile
horizontal pile spacing5'-3"pile
horizontal edge distance1'-3"footing
overall footing length13'-0"footing
vertical edge distance1'-3"footing
vertical pile spacing5'-3"pile
vertical pile spacing5'-3"pile
vertical edge distance1'-3"footing
scale3/8" = 1'-0"

Labels

AHEAD℄ BENT 2℄ COLUMNFOOTING PLAN - BENT 3SCALE: 3/8" = 1'-0"

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crop · 1597 × 1505

p16_r09 plan view of pile footing for bent 3 with pile layout

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r09_plan_view_of_pile_footing_for_bent_3_with_pile_layout
Original
p16_r09 plan view of pile footing for bent 3 with pile layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Overall footing plan outline shown."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Pile symbols shown at intersections of two pile centerlines and three bent centerlines."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal footing dimension",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "horizontal end offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "horizontal pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "horizontal pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "horizontal end offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "overall vertical footing dimension",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "vertical end offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "vertical pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "vertical pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "vertical end offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "℄ COLUMN",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop shows the footing plan for Bent 3. A rectangular 13'-0\" by 13'-0\" footing is laid out with six H-section pile symbols in two columns and three rows, with centerlines for the piles, bent, and column."
}

p16_r09 plan view of pile footing for bent 3 with pile layout

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r09_plan_view_of_pile_footing_for_bent_3_with_pile_layout

Plan2 objects · 11 measurements · 4 labels

This crop shows the footing plan for Bent 3. A rectangular 13'-0" by 13'-0" footing is laid out with six H-section pile symbols in two columns and three rows, with centerlines for the piles, bent, and column.

Objects · 2

MarkObjectNo.ShapeNote
BENT 3footing1rectangularOverall footing plan outline shown.
pile6H-sectionPile symbols shown at intersections of two pile centerlines and three bent centerlines.

Measurements · 11

MeasurementValueApplies to
overall horizontal footing dimension13'-0"BENT 3 footing
horizontal end offset1'-3"pile layout
horizontal pile spacing5'-3"pile layout
horizontal pile spacing5'-3"pile layout
horizontal end offset1'-3"pile layout
overall vertical footing dimension13'-0"BENT 3 footing
vertical end offset1'-3"pile layout
vertical pile spacing5'-3"pile layout
vertical pile spacing5'-3"pile layout
vertical end offset1'-3"pile layout
scale3/8" = 1'-0"FOOTING PLAN - BENT 3

Labels

AHEAD℄ COLUMNFOOTING PLAN - BENT 3SCALE: 3/8" = 1'-0"

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crop · 1528 × 1489

p16_r10 plan view of pile footing for bent 2 with pile layout

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r10_plan_view_of_pile_footing_for_bent_2_with_pile_layout
Original
p16_r10 plan view of pile footing for bent 2 with pile layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Overall plan dimensions shown as 11'-6\" by 11'-6\"."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile symbols shown in two columns of three; callout identifies PILE."
    },
    {
      "name": "column centerline",
      "tag": "",
      "shape": "dashed centerline",
      "material": "",
      "count": 1,
      "note": "Column is identified by a centerline only; no column outline or size is shown."
    },
    {
      "name": "bent centerline",
      "tag": "BENT 2",
      "shape": "dashed centerline",
      "material": "",
      "count": 1,
      "note": "Bent 2 is indicated by a horizontal dashed centerline."
    }
  ],
  "measurements": [
    {
      "label": "overall footing width",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "overall footing length",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop is a footing plan for Bent 2. It shows one square/rectangular footing with a six-pile arrangement, together with the column and Bent 2 centerlines and pile layout dimensions."
}

p16_r10 plan view of pile footing for bent 2 with pile layout

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r10_plan_view_of_pile_footing_for_bent_2_with_pile_layout

Plan4 objects · 11 measurements · 3 labels

This crop is a footing plan for Bent 2. It shows one square/rectangular footing with a six-pile arrangement, together with the column and Bent 2 centerlines and pile layout dimensions.

Objects · 4

MarkObjectNo.ShapeNote
footing1rectangularOverall plan dimensions shown as 11'-6" by 11'-6".
pile6H-sectionSix pile symbols shown in two columns of three; callout identifies PILE.
column centerline1dashed centerlineColumn is identified by a centerline only; no column outline or size is shown.
BENT 2bent centerline1dashed centerlineBent 2 is indicated by a horizontal dashed centerline.

Measurements · 11

MeasurementValueApplies to
overall footing width11'-6"footing
pile layout spacing1'-3"pile
pile layout spacing4'-6"pile
pile layout spacing4'-6"pile
pile layout spacing1'-3"pile
overall footing length11'-6"footing
pile layout spacing1'-3"pile
pile layout spacing4'-6"pile
pile layout spacing4'-6"pile
pile layout spacing1'-3"pile
scale3/8" = 1'-0"

Labels

AHEADFOOTING PLAN - BENT 2SCALE: 3/8" = 1'-0"

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crop · 957 × 1361

p16_r11 detail 4

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r11_detail_4
Original
p16_r11 detail 4
{
  "view": "Detail",
  "objects": [
    {
      "name": "bent",
      "tag": "BENT I",
      "shape": "rectangular with an interior offset/recess",
      "material": "",
      "count": 1,
      "note": "Reinforcement layout is shown within the bent outline."
    },
    {
      "name": "reinforcement bar",
      "tag": "540A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Bar callout shown along the upper portion of the detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "540B",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Bar callout shown along the upper portion of the detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "443A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Bar callout shown at the right side of the detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "443B",
      "shape": "straight",
      "material": "",
      "count": 3,
      "note": "Bar callout shown at the lower right side of the detail."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "BENT I"
    },
    {
      "label": "bar quantity and mark",
      "value": "5-540A",
      "unit": "",
      "appliesTo": "540A"
    },
    {
      "label": "bar quantity and mark",
      "value": "4-540B",
      "unit": "",
      "appliesTo": "540B"
    },
    {
      "label": "bar quantity and mark",
      "value": "5-443A",
      "unit": "",
      "appliesTo": "443A"
    },
    {
      "label": "bar quantity and mark",
      "value": "3-443B",
      "unit": "",
      "appliesTo": "443B"
    }
  ],
  "notes": [
    "NO SCALE"
  ],
  "labels": [
    "E",
    "F",
    "DETAIL 4"
  ],
  "description": "This crop shows Detail 4 for BENT I, depicting a bent outline with an internal reinforcement-bar grid and an offset/recessed lower portion. Section/detail reference arrows marked E and F are shown at the top and bottom of the detail."
}

p16_r11 detail 4

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r11_detail_4

Detail5 objects · 5 measurements · 1 note · 3 labels

This crop shows Detail 4 for BENT I, depicting a bent outline with an internal reinforcement-bar grid and an offset/recessed lower portion. Section/detail reference arrows marked E and F are shown at the top and bottom of the detail.

Objects · 5

MarkObjectNo.ShapeNote
BENT Ibent1rectangular with an interior offset/recessReinforcement layout is shown within the bent outline.
540Areinforcement bar5straightBar callout shown along the upper portion of the detail.
540Breinforcement bar4straightBar callout shown along the upper portion of the detail.
443Areinforcement bar5straightBar callout shown at the right side of the detail.
443Breinforcement bar3straightBar callout shown at the lower right side of the detail.

Measurements · 5

MeasurementValueApplies to
overall horizontal dimension5'-4¾"BENT I
bar quantity and mark5-540A540A
bar quantity and mark4-540B540B
bar quantity and mark5-443A443A
bar quantity and mark3-443B443B

Labels

EFDETAIL 4

Notes

  • NO SCALE

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crop · 2741 × 1291

p16_r12 cross section of intermediate bent cap bent 4 d d e e f f

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r12_cross_section_of_intermediate_bent_cap_bent_4_d_d_e_e_f_f
Original
p16_r12 cross section of intermediate bent cap bent 4 d d e e f f
{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Reinforcement detail shown with Detail 3, Detail 4, and Sections D-D, E-E, and F-F."
    },
    {
      "name": "Reinforcement bar",
      "tag": "541",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Shown in Detail 3 and Section D-D."
    },
    {
      "name": "Reinforcement bar",
      "tag": "444",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Shown at each face at equal spacing in Section D-D."
    },
    {
      "name": "Reinforcement bar",
      "tag": "540A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Shown in Detail 4 and Section E-E."
    },
    {
      "name": "Reinforcement bar",
      "tag": "540B",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Shown in Detail 4 and Section F-F."
    },
    {
      "name": "Reinforcement bar",
      "tag": "443A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Shown at each face at equal spacing in Sections E-E and F-F."
    },
    {
      "name": "Reinforcement bar",
      "tag": "443B",
      "shape": "straight",
      "material": "",
      "count": 3,
      "note": "Shown at each face at equal spacing in Section F-F."
    }
  ],
  "measurements": [
    {
      "label": "Detail 3 overall width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Detail 4 overall width",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Section D-D width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Section E-E width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Section F-F width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Reinforcement callout",
      "value": "5-541",
      "unit": "",
      "appliesTo": "541"
    },
    {
      "label": "Reinforcement callout",
      "value": "5-444",
      "unit": "",
      "appliesTo": "444"
    },
    {
      "label": "Reinforcement callout",
      "value": "5-540A",
      "unit": "",
      "appliesTo": "540A"
    },
    {
      "label": "Reinforcement callout",
      "value": "4-540B",
      "unit": "",
      "appliesTo": "540B"
    },
    {
      "label": "Reinforcement callout",
      "value": "5-443A",
      "unit": "",
      "appliesTo": "443A"
    },
    {
      "label": "Reinforcement callout",
      "value": "3-443B",
      "unit": "",
      "appliesTo": "443B"
    }
  ],
  "notes": [
    "5-444 E.A. FACE AT EQ. SPS.",
    "5-443A E.A. FACE AT EQ. SPS.",
    "3-443B E.A. FACE AT EQ. SPS."
  ],
  "labels": [
    "DETAIL 3",
    "SECTION D-D",
    "DETAIL 4",
    "SECTION E-E",
    "SECTION F-F",
    "NO SCALE"
  ],
  "description": "This crop shows reinforcement details and transverse sections for BENT 4. Detail 3 and Detail 4 show rectangular reinforcement layouts, with Sections D-D, E-E, and F-F showing the corresponding bar arrangements at the indicated faces and equal spacings."
}

p16_r12 cross section of intermediate bent cap bent 4 d d e e f f

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r12_cross_section_of_intermediate_bent_cap_bent_4_d_d_e_e_f_f

Detail7 objects · 11 measurements · 3 notes · 6 labels

This crop shows reinforcement details and transverse sections for BENT 4. Detail 3 and Detail 4 show rectangular reinforcement layouts, with Sections D-D, E-E, and F-F showing the corresponding bar arrangements at the indicated faces and equal spacings.

Objects · 7

MarkObjectNo.ShapeNote
BENT 4Bent1rectangularReinforcement detail shown with Detail 3, Detail 4, and Sections D-D, E-E, and F-F.
541Reinforcement bar5straightShown in Detail 3 and Section D-D.
444Reinforcement bar5straightShown at each face at equal spacing in Section D-D.
540AReinforcement bar5straightShown in Detail 4 and Section E-E.
540BReinforcement bar4straightShown in Detail 4 and Section F-F.
443AReinforcement bar5straightShown at each face at equal spacing in Sections E-E and F-F.
443BReinforcement bar3straightShown at each face at equal spacing in Section F-F.

Measurements · 11

MeasurementValueApplies to
Detail 3 overall width3'-0 7/16"BENT 4
Detail 4 overall width5'-4 3/4"BENT 4
Section D-D width1'-0"BENT 4
Section E-E width1'-0"BENT 4
Section F-F width1'-0"BENT 4
Reinforcement callout5-541541
Reinforcement callout5-444444
Reinforcement callout5-540A540A
Reinforcement callout4-540B540B
Reinforcement callout5-443A443A
Reinforcement callout3-443B443B

Labels

DETAIL 3SECTION D-DDETAIL 4SECTION E-ESECTION F-FNO SCALE

Notes

  • 5-444 E.A. FACE AT EQ. SPS.
  • 5-443A E.A. FACE AT EQ. SPS.
  • 3-443B E.A. FACE AT EQ. SPS.

openai/gpt-5.6-terra-pro · 26032 tokens · 44.1s

crop · 1971 × 1034

p16_r13 georgia department of transportation title block

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r13_georgia_department_of_transportation_title_block
Original
p16_r13 georgia department of transportation title block
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "¾” = 1’-0”",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "NO SCALE (partial)",
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT DETAILS",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0016",
    "BRIDGE SHEET",
    "16 OF 21",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "MAY 2025",
    "0019181_0016.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUNA SASTRY"
  ],
  "description": "This crop is the project title block for an Intermediate Bent Details bridge sheet. It identifies the Georgia Department of Transportation project SR 21 @ NS #620272Y in Jenkins County, drawing 35-0016, Bridge Sheet 16 of 21."
}

p16_r13 georgia department of transportation title block

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r13_georgia_department_of_transportation_title_block

Title Block1 measurement · 2 notes · 33 labels

This crop is the project title block for an Intermediate Bent Details bridge sheet. It identifies the Georgia Department of Transportation project SR 21 @ NS #620272Y in Jenkins County, drawing 35-0016, Bridge Sheet 16 of 21.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValue
SCALE¾” = 1’-0”

Labels

NO SCALE (partial)BRIDGE NO. LT. AND RT.S&A AtlantaSASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375FAX: 770-442-0761GEORGIADEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESINTERMEDIATE BENT DETAILSSR 21 @ NS #620272YJENKINS COUNTY0019181DRAWING NO.35-0016BRIDGE SHEET16 OF 21DATEREVISIONSBYDESIGNED UPDRAWN EPRCHECKED ASDESIGN GROUP JBKREVIEWED DLC/SKGAPPROVED DPDMAY 20250019181_0016.dgnGEORGIA REGISTERED PROFESSIONAL ENGINEERNo.19371ARUNA SASTRY

Notes

  • (UNLESS OTHERWISE NOTED)
  • 1 INCH WHEN PRINTED FULL SIZE

openai/gpt-5.6-terra-pro · 15848 tokens · 20.1s

crop · 1493 × 1068

p16_r14 section c c

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r14_section_c_c
Original
p16_r14 section c c
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "concrete section",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": 1,
      "note": "Section is shown 3'-6\" by 3'-6\"."
    },
    {
      "name": "longitudinal reinforcing bars",
      "tag": "12-#21 OR #31",
      "shape": "circular",
      "material": "reinforcing steel",
      "count": 12,
      "note": "Bars are shown around the perimeter."
    },
    {
      "name": "closed reinforcing tie",
      "tag": "#20 OR #30",
      "shape": "square",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Perimeter closed tie shown."
    },
    {
      "name": "reinforcing crossties",
      "tag": "#21 OR #31",
      "shape": "diagonal",
      "material": "reinforcing steel",
      "count": null,
      "note": "Diagonal crossties are shown within the section."
    }
  ],
  "measurements": [
    {
      "label": "section width",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "concrete section"
    },
    {
      "label": "section depth",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "concrete section"
    },
    {
      "label": "clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "longitudinal bar quantity",
      "value": "12",
      "unit": "",
      "appliesTo": "12-#21 OR #31"
    }
  ],
  "notes": [
    "2\" CL. ALL SIDES"
  ],
  "labels": [
    "SECTION C-C"
  ],
  "description": "This crop shows SECTION C-C, a square reinforced concrete cross section. It documents perimeter longitudinal reinforcing bars, a closed perimeter tie, and diagonal crossties with 2-inch clear cover on all sides."
}

p16_r14 section c c

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r14_section_c_c

Cross Section4 objects · 4 measurements · 1 note · 1 label

This crop shows SECTION C-C, a square reinforced concrete cross section. It documents perimeter longitudinal reinforcing bars, a closed perimeter tie, and diagonal crossties with 2-inch clear cover on all sides.

Objects · 4

MarkObjectNo.ShapeMaterialNote
concrete section1squareSection is shown 3'-6" by 3'-6".
12-#21 OR #31longitudinal reinforcing bars12circularreinforcing steelBars are shown around the perimeter.
#20 OR #30closed reinforcing tie1squarereinforcing steelPerimeter closed tie shown.
#21 OR #31reinforcing crosstiesdiagonalreinforcing steelDiagonal crossties are shown within the section.

Measurements · 4

MeasurementValueApplies to
section width3'-6"concrete section
section depth3'-6"concrete section
clear cover2"reinforcing steel
longitudinal bar quantity1212-#21 OR #31

Labels

SECTION C-C

Notes

  • 2" CL. ALL SIDES

openai/gpt-5.6-terra-pro · 16954 tokens · 30.4s

2Map the items107 items · 1948 readings · 51 on more than one pageconfigured openai/gpt-5.6-terra-pro · about 23¢ 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.

107 items from 1948 readings · 11 the model left out, matched by name · 107 new.

107items1948readings51on 2+ pages49,486tokens in10,623tokens out

Grouping validation — 107 items · 2 agents · up to 3 rounds · up to 9 billed calls

Reinforcing Barmaterial×10928 · linear · reinforcing steelp2, p4, p5, p7, p8, p9, p10, p11, p13, p14, p15, p16, p17, p19, p20, p21143 crops
Reinforcing Bar

also calledBar reinforcing steelreinforcement bar bending detailsReinforcement steelreinforcement steelBar reinforcement steelreinforcing steelreinforcement bar400 bars600 barsmain slab reinforcement barsreinforcement barsReinforcement bartop slab reinforcement barsreinforcing barsreinforcement/strand endsreinforcement bar groupcircular reinforcement/strand symbolsCircular prestressing/reinforcement markersVertical reinforcing/prestressing bars or tendonsReinforcement/strand locations+11 more

marks511-1000600400400A12-502D12-502E400B400C500B*500B500A50250I30-400A6-400A14-400A7-403A2-507A403A507A+248 more

Bridge Beamsuperstructure×326 · I-girder · concretep2, p4, p5, p6, p7, p8, p9, p10, p11, p12, p13, p14, p15, p17, p1891 crops
Bridge Beam

also calledexposed beamBeamsExposed beambeambeamsbeam centerlineBeamC beamgirderbridge beams/girdersgirdersI-girdergirder unitsgirder/beambeam facebeam top flangeBeam top flangeBeam facegirder end sectionbeam ends+2 more

marks℄ BEAM 1 through ℄ BEAM 12℄ BEAM 1–℄ BEAM 12℄ BEAM 1–12C BEAM 1 through C BEAM 12BEAM 1BEAM 2BEAM 3BEAM 4BEAM 5BEAM 6BEAM 7BEAM 8BEAM 9BEAM 10BEAM 11BEAM 12BEAM 1 to BEAM 6BEAM 1 through BEAM 6INTERIOR BEAMSEXTERIOR BEAMS+12 more

Bentsubstructure×133 · rectangular pier column with rectangular cap · concretep1, p2, p3, p4, p5, p6, p7, p12, p13, p14, p15, p16, p17, p18, p2056 crops
Bent

also calledbridge bentB.F.P.R. bentbent/bridge supportconcrete intermediate bentsconcrete intermediate bentbentsintermediate bentbridge bentsbridge bent reference pointIntermediate bentbent cap / bentbent centerlinebent memberconcrete bent memberbent reinforcement layout

marksBENT 1BENT 2BENT 3BENT 4BENT 1LBENT 2LBENT 3LBENT 4LBENT 1RBENT 2RBENT 3RBENT 4RB.F.P.R. BENT 1B.F.P.R. BENT 4BENTS 1 AND 4BRIDGE LEFT BENT 1 RIGHT; BRIDGE LEFT BENT 3 LEFT; BRIDGE RIGHT BENT 2 RIGHT; BRIDGE RIGHT BENT 4 RIGHTBENT 1 AND 42B.F.P.R. BENT 1LB.F.P.R. BENT 1R+25 more

Deck Slabdeck×52 · skewed rectangular · reinforced concretep1, p4, p5, p6, p7, p8, p9, p10, p1156 crops
Deck Slab

also calledbridge deck/superstructureBridge deck/bridge outlinebridge deckbridge deck slabBridge deck slabBridge deckslabdecksupporting deck slab edgeSlab

marksSPAN ISPAN 2

Bent Capsubstructure×39 · stepped rectangular · reinforced concretep2, p7, p9, p13, p14, p15, p16, p17, p1842 crops
Bent Cap

also calledCapCap or pedestal footingsupporting cap or diaphragmsupporting cap/seatpier capcaptapered transition between cap and wallend bent capconnecting haunch or bracket between cap and wall

marksBENT 1 RIGHTBENT 1BENT 2 RIGHT℄ BENTBENT 4 LEFTCAP

Steel H-pilefoundation×382 · H-section · structural steelp1, p2, p13, p14, p15, p16, p17, p1873 crops
Steel H-pile

also calledpileend bent pilepilesEnd bent pilesSteel H-pilessteel H-pilesPilesH-pilesEnd bent pilingIntermediate bent pilingH-pilePilepile or shaft symbolH-section pile

marksHP 12 X 53H-PILE℄ PILEHP 12 x 531-121–121 LEFT2 LEFT2 RIGHT3 LEFT1, 2, 3, 4, 5, 67, 8, 9, 10, 11, 12PILE NO. 1-12

Concrete Barrierrailing×37 · tapered vertical barrier · concretep2, p4, p5, p7, p8, p9, p10, p1143 crops
Concrete Barrier

also calledBarrierbarrieredge upstandedge barrieredge barriers/parapetsparapet/barrierconcrete traffic barrierparapet or barrierbarrier/parapetbarrier parapetparapetconcrete barrier/parapet

marks500-2100

Smooth Dowel Bardeck×9 · circular · smooth steelp2, p10, p11, p12, p13, p14, p15, p1727 crops
Smooth Dowel Bar

also calledSmooth dowel barssmooth dowel barssmooth dowelSmooth dowelDowelSmooth dowelssmooth dowelsdowel bar

Footingfoundation×50 · rectangular · reinforced concretep1, p2, p14, p15, p16, p17, p1834 crops
Footing

also calledpile-supported footingfootingsPedestal footingFootings

marksBENTS 2BENTS 2 AND 3BENT 3FOOTING 1FOOTING 2FOOTING 3FOOTING 4FOOTING 1 and FOOTING 2FOOTING 3 and FOOTING 4

Bearingsuperstructure×113 · rectangular · not statedp1, p10, p11, p12, p14, p15, p1719 crops
Bearing

also calledbearingsbearing centerlinebearing centerlinesbearing locationsbearing locationBearing/support locations

marksFIXEXP.℄ BEARINGC BEARING℄ BEAM 7 through ℄ BEAM 12

Columnsubstructure×30 · rectangular · reinforced concretep13, p14, p15, p16, p17, p1820 crops
Column

also calledvertical supports beneath capvertical column or stemvertical support members below capcolumn centerlinereinforced concrete columnpier column / stemvertical support membersvertical rectangular elementpier columnpier or column

marksCOLUMN 1COLUMN 2COLUMN 3COLUMN 4℄ COLUMN 1 and ℄ COLUMN 2

Concrete Diaphragmsuperstructure×25 · rectangular · concretep2, p4, p5, p6, p7, p924 crops
Concrete Diaphragm

also calledConcrete diaphragmsconcrete diaphragmsdiaphragmDiaphragmdiaphragms between beams

Construction Jointdeck×11 · skewed linear jointp4, p5, p7, p8, p9, p1517 crops
Construction Joint

marks**B.F.P.R. OR CONST. JOINT* CONST. JT.

Preformed Joint Fillerdeck×8 · rectangular vertical strip · foamp2, p4, p5, p8, p9, p1215 crops
Preformed Joint Filler

also calledJoint fillersFiller materialfiller materialpreformed foam joint fillerPreformed foam joint filler

Chain Link Fencerailing×15 · chain link mesh panel · zinc coatedp1, p2, p7, p8, p921 crops
Chain Link Fence

also calledchain link wire fenceChain link fence, zinc coat, 6 ft, 9 gafencechain-link fence fabricfence fabricsecurity fence

marks643-1152

Edge Beamdeck×36 · linear · concretep4, p5, p6, p7, p916 crops
Edge Beam

also callededgebeamEdgebeamedge beam forms

Holeother×19 · circularp10, p11, p12, p14, p1512 crops
Hole

also calledfixed-end holeholesdrilled holes

Fence Postrailing×7 · circular pipe · zinc coatedp4, p5, p6, p817 crops
Fence Post

also calledfence postsFence postsend/pull postline postpull/end postvertical fence post

marks* / *** and **

endwallmatched by name×20 · linear · reinforced concretep4, p6, p8, p1213 crops
endwall

marksB.F.P.P.R.

Concrete Membersubstructure×15 · rectangular · reinforced concretep11, p13, p16, p1713 crops
Concrete Member

also calledShaped structural memberreinforced concrete memberconcrete encasement/blockrectangular reinforced concrete memberRectangular reinforced-member outlineconcrete member outlineconcrete sectionrectangular concrete member outlinerectangular structural member

Expansion Jointdeckvertical linear jointp2, p4, p5, p810 crops
Expansion Joint

also calledsuperstructure joint

marks***

copingmatched by name×5 · rectangularp10, p11, p13, p1710 crops
coping
Dowel Holedeck×48 · circularp13, p14, p15, p1710 crops
Dowel Hole

also calledformed dowel holessmooth dowel holesmooth dowel bar holessmooth dowel bar holedowel-bar holeformed dowel-bar holeSmooth dowel holeFormed dowel holesformed dowel hole

End Bentsubstructure×10 · H-section pile bent · structural steelp2, p4, p13, p178 crops
End Bent

also calledsteel H pile end bents with MSE wall abutmentssteel H-pile end bentconcrete end bent/joint facesend bents

Reinforcing Tie And Stirrupmaterial×3 · rectangular · reinforcing steelp2, p13, p16, p176 crops
Reinforcing Tie And Stirrup

also calledstirrupsreinforcement tieclosed reinforcing tiereinforcing crosstiesclosed rectangular tie reinforcementdiagonal cross-tie reinforcementreinforcement tie/stirrupreinforcing tie

marks#10#20 OR #30#21 OR #3144I

Class AA Concretematerialconcretep2, p13, p15, p176 crops
Class AA Concrete

marks500-3002

Prestressing Strandmaterial×287 · circular · prestressed steelp2, p10, p1127 crops
Prestressing Strand

also calledPretensioning strandspretensioning strandsdraped strandsprestressed strandsprestressing strandsstrandspretensioned strandsprestressed strandStrandsprestressing strands / reinforcement symbolspretension strandsPrestressing strandsdraped prestressing strandsprestressed strand groupprestressing strand indications

marks2-5502-4502-6518-4512-4522-450; 2-452

Prestressed Concrete Beamsuperstructure×12 · I-girder section with tapered web-to-flange transitions · prestressed concretep2, p10, p1115 crops
Prestressed Concrete Beam

also calledPSC beamsPSC beam spanPSC beamprestressed concrete member end section

marksAASHTO TYPE IIAASHTO TYPE III

Abutment Wallsubstructure×15 · vertical wallp1, p13, p1710 crops
Abutment Wall

also calledWallwall

marksWALL NO. 1WALL NO. 2WALL 1WALL 2

Hex Nutancillary×7 · hexagonal · ASTM A709 Grade 36p2, p10, p1110 crops
Hex Nut

also callednutsNuthex nuts

Paving Restpavement×14 · slopingp2, p4, p610 crops
Paving Rest

marksPAVING REST

Washerancillary×7 · circularp2, p10, p1110 crops
Washer

also calledwashers

Bridge Superstructuresuperstructure×8 · skewed rectangular plan outline · concretep1, p2, p76 crops
Bridge Superstructure

also calledleft bridgeright bridgeSubstructureSuperstructure

Silicone Joint Sealantdeck×6 · linear joint sealant · siliconep4, p5, p97 crops
Silicone Joint Sealant

also calledPreformed silicone joint sealSilicone adhesivepreformed silicone joint sealsilicone adhesivesilicone sealantLow modulus silicone sealant (Type A)low modulus sealantsilicone sealant joint sealersilicone sealant / type joint sealer

marks*TYPE A

Triangular Drip Beaddeck×5 · triangularp7, p8, p97 crops
Triangular Drip Bead

also calleddrip bead

Bearing Padsuperstructure×8 · rectangular · 60 durometer hardness neoprene, Grade 2 or higherp9, p1217 crops
Bearing Pad

also calledbearing padsBearing padsHoles in bearing pads

marks12 BACK2 AHEAD3 BACK3 AHEAD4BENT 1BENT 2 BACKBENT 2 AHEADBENT 3 BACKBENT 3 AHEADBENT 4

Existing Railroad Trackancillary×23 · linearp1, p310 crops
Existing Railroad Track

also calledexisting trackrailroad tracktrack centerlineexisting track centerlineExisting Central of Georgia Railroad Company existing track

marksCENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACKFUTURE TRACK℄ TRACK℄ EXISTING TRACK℄ EXIST. TRACK

Plain Barmaterial×6 · straight bar · steelp7, p911 crops
Plain Bar
Diaphragm Barsuperstructure×12 · cylindrical threaded bar · plain barp10, p1110 crops
Diaphragm Bar

marks4-351

End postmatched by name×6 · rectangular · reinforced concretep2, p48 crops
End post

marksEND POST

Diaphragm Bar Holesuperstructure×9 · circular · not statedp10, p117 crops
Diaphragm Bar Hole

also calleddiaphragm bar recessDiaphragm bar recess

Future Railroad Trackancillary×21 · linear dashed alignmentp1, p37 crops
Future Railroad Track

also calledfuture trackFuture trackfuture track centerlinefuture track alignment

marks℄ FUTURE TRACK

Endfillearthwork×4 · irregular trapezoidal/benched embankment profile with sloping sidesp1, p23 crops
Endfill

also calledEndfill control pointendfill control pointfill at end of bridge

Recesssuperstructure×5 · rectangular section with circular openingp10, p115 crops
Recess
Future Access Roadpavement×4 · linear dashed alignmentp1, p34 crops
Future Access Road

also calledfuture access road centerlinefuture access road alignment

marks℄ FUTURE ACCESS ROAD

Mechanical Couplermaterial×5 · rectangularp14, p154 crops
Mechanical Coupler
pick-upmatched by namep10, p114 crops
pick-up
Waterproofingdeck×1 · layerp2, p84 crops
Waterproofing
Filletotherlinearp4, p63 crops
Fillet
Existing Groundlineearthwork×9 · irregular dashed linep1, p32 crops
Existing Groundline

also calledapproximate existing groundlineexisting ground/profile line

Low Friction Hold Downsuperstructure×2 · symbol · not statedp10, p112 crops
Low Friction Hold Down

also calledlow friction type hold down

marks℄ LOW FRICTION TYPE HOLD DOWN

Beveled Shim Platesuperstructure×10 · beveled rectangular plate · ASTM A709 Grade 36p1215 crops
Beveled Shim Plate

also calledBeveled shim platesbeveled shim platesshim plate

marksBENT 1BENT 4

Pipe Sleevedeck×6 · cylindrical pipe sleeve · standard weight pipep86 crops
Pipe Sleeve

also callednon-shrink cement groutgalvanized sleeve

marks*

Foundation Backfill MaterialearthworkType II foundation backfill materialp26 crops
Foundation Backfill Material

also calledFoundation backfill material, Type II

marks207-0203BENTS 2TYPE II

Internal Platesuperstructure×20 · plate · ASTM A709 Grade 36 or ASTM A1011 Grade 36p126 crops
Internal Plate

also calledInternal platesinternal plate(s)internal plates

Load Platesuperstructure×4 · plate · ASTM A709 Grade 36 or ASTM A1011 Grade 36p126 crops
Load Plate

also calledLoad platesload plates

Soil Reinforcing Device Insertsubstructurep26 crops
Soil Reinforcing Device Insert

also calledAbutment soil reinforcing device insertsabutment soil reinforcing device insertssoil reinforcing device inserts

Steel Diaphragmsuperstructuresteelp26 crops
Steel Diaphragm

also calledSteel diaphragmssteel diaphragms

AASHTO Type II PSC Beamsuperstructure×6 · I-girder · precast prestressed concretep25 crops
AASHTO Type II PSC Beam

also calledPSC beams, AASHTO Type II, Bridge No. 1AASHTO Type II PSC beam spansAASHTO Type II PSC beam spanPSC beams, AASHTO Type II

marks507-9002

AASHTO Type III PSC Beamsuperstructure×3 · I-girder · precast prestressed concretep25 crops
AASHTO Type III PSC Beam

also calledPSC beams, AASHTO Type III, Bridge No. 1AASHTO Type III PSC beam spanPSC beams, AASHTO Type III

marks507-9003

Mechanically Stabilized Earth Wallsubstructure×4p25 crops
Mechanically Stabilized Earth Wall

also calledMSE wall abutmentmechanically stabilized earth walls

Proposed Vertical Curvepavement×5 · crest vertical curvep13 crops
Proposed Vertical Curve

also calledpoint of vertical intersectionProposed vertical curve data

marksPVISR 21 PGL - WESTBOUNDSR 21 PGL - EASTBOUND

Approach Slabdeckrectangularp23 crops
Approach Slab

also calledApproach slab pavement

barrier transitionmatched by name×4 · rectangular with sloping top profilep44 crops
barrier transition

marksBARRIER TRANSITION

End Post And Guardrail Attachmentrailing×16p24 crops
End Post And Guardrail Attachment

also calledend post and guardrail attachment detail

Fence Railrailing×3 · circular pipe · zinc coatedp84 crops
Fence Rail

also calledrailshorizontal railrail

Grooved Concrete Deckdeckrectangular · concretep24 crops
Grooved Concrete Deck

also calledGrooved concreteGrooved concrete bridge deck

marks500-0100

Protective Platformancillaryp24 crops
Protective Platform

also calledprotective platformsProtective platforms

sealing ribmatched by name×4 · rectangular perimeterp124 crops
sealing rib
Sway Bracingsuperstructurep24 crops
Sway Bracing

also calledSwaybracing

Temporary Shoringancillaryp24 crops
Temporary Shoring
Chamferotherbeveled edgep53 crops
Chamfer
Class D Superstructure Concretematerialconcretep22 crops
Class D Superstructure Concrete

also calledSuperstructure concrete, CL D, Bridge No. 1 leftSuperstructure concrete, CL D, Bridge No. 1 rightSuperstructure concrete

marks500-1011

Access Roadpavement×16 · irregular depressed roadway profilep32 crops
Access Road

marks℄ ACCESS RD.

Bridge Excavationearthworkp22 crops
Bridge Excavation

also calledBridge excavation, grade separation

marks211-0200

Bridge Limitancillary×2 · dashed rectangular outlinep31 crop
Bridge Limit

also calledleft bridge limitsright bridge limits

Connection Boltancillaryp22 crops
Connection Bolt

also calledconnection bolts

Construction Clearance Envelopeancillary×2 · rectangularp12 crops
Construction Clearance Envelope
Cross Framesuperstructurep22 crops
Cross Frame

also calledCross frame configuration

Dynamic Pile Testfoundationp22 crops
Dynamic Pile Test

marks523-1100

Exposed Concrete Edgedeckconcretep22 crops
Exposed Concrete Edge

also calledexposed concrete edges

Fence Tension Bandrailing×5 · bandsp82 crops
Fence Tension Band

also calledtension bar bandstension bands

Fence Tension Barrailing×2 · flat bar · zinc coatedp82 crops
Fence Tension Bar

also calledtension bar

Fence Truss Bracingrailing×2 · diagonal circular pipe · zinc coatedp82 crops
Fence Truss Bracing

also calledtruss bracing

galvanized nailsmatched by namegalvanizedp52 crops
galvanized nails
Horizontal Angle Or Channelsuperstructureangle or channelp22 crops
Horizontal Angle Or Channel
Metal Deck Formdeckmetalp22 crops
Metal Deck Form

also calledMetal deck forms

pick-upsmatched by namep102 crops
pick-ups
Pile Capfoundation×4 · rectangularp12 crops
Pile Cap
Railroad Right-of-way Limitancillary×24 · vertical dashed linesp32 crops
Railroad Right-of-way Limit

also calledexisting railroad right-of-way limitsExisting railroad right-of-way limits

Railroad Side Ditchdrainagep22 crops
Railroad Side Ditch

also calledrailroad side ditches

Steel H-pile InstallationfoundationH-section · steelp22 crops
Steel H-pile Installation

also calledPiling in place, steel H, HPPiling in place, steel H

marks520-1125

Steel H-pile Load TestfoundationH-section · steelp22 crops
Steel H-pile Load Test

also calledLoad test, steel H, HP 12 X 53Load test, steel H

marks520-4125

Unidentified Tapered Elementothertaperedp72 crops
Unidentified Tapered Element

also calledunidentified partial outlined elementoutlined tapered element

Vertical Support Membersubstructure×4 · rectangularp172 crops
Vertical Support Member

also calledvertical end member

Wall Leveling Padsubstructurep22 crops
Wall Leveling Pad

also calledwall leveling pads

Centerlineother×1 · dashed linep181 crop
Centerline
Expansion Sleeverailingp81 crop
Expansion Sleeve
Expansion-end Slotsuperstructurerectangular slotp111 crop
Expansion-end Slot
Future Groundlineearthwork×1 · irregular profilep11 crop
Future Groundline
  • p1bridge_1“future groundline” · ×1
Hardwareancillaryp21 crop
Hardware
Protective Coatingmaterialp21 crop
Protective Coating

marksNO. 2P

Superstructure reinforcement steelmatched by namebar · steelp21 crop
Superstructure reinforcement steel

marks511-3000

Superstructure reinforcing steel, Bridge No. 1 leftmatched by namebar · steelp21 crop
Superstructure reinforcing steel, Bridge No. 1 left

marks511-3000

  • p2p02_r08“Superstructure reinforcing steel, Bridge No. 1 left” · 511-3000
Superstructure reinforcing steel, Bridge No. 1 rightmatched by namebar · steelp21 crop
Superstructure reinforcing steel, Bridge No. 1 right

marks511-3000

  • p2p02_r08“Superstructure reinforcing steel, Bridge No. 1 right” · 511-3000
Top Of High Railancillary×1 · linep11 crop
Top Of High Rail
Weldingancillaryp21 crop
Welding
3Match the ontology50 of 107 matched · 14 to check · 57 unmatchedconfigured openai/gpt-5.6-terra-pro · about $11 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.

47% of items placed. The 57 below fit no class — add one to the ontology and match again.

36matched14to check57unmatched47% covered68values117gaps4,484,925tokens in152,141tokens out

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

  • Smooth Dowel Barp2, p10, p11, p12, p13, p14, p15, p17 · 27 crops · ×9The ontology would need a dowel bar component class.
  • Construction Jointp4, p5, p7, p8, p9, p15 · 17 crops · ×11The ontology would need a construction joint component class.
  • Preformed Joint Fillerp2, p4, p5, p8, p9, p12 · 15 crops · ×8The ontology would need a preformed joint filler component class.
  • Chain Link Fencep1, p2, p7, p8, p9 · 21 crops · ×15The ontology would need a chain-link fence component class.
  • Edge Beamp4, p5, p6, p7, p9 · 16 crops · ×36The ontology would need an edge beam component class.
  • Holep10, p11, p12, p14, p15 · 12 crops · ×19The ontology would need a generic formed or drilled hole component class.
  • Fence Postp4, p5, p6, p8 · 17 crops · ×7The ontology would need a fence post component class.
  • Concrete Memberp11, p13, p16, p17 · 13 crops · ×15The ontology would need a generic reinforced-concrete member class.
  • endwallp4, p6, p8, p12 · 13 crops · ×20The ontology would need an endwall component class.
  • copingp10, p11, p13, p17 · 10 crops · ×5The ontology would need a coping component class.
  • Dowel Holep13, p14, p15, p17 · 10 crops · ×48The ontology would need a dowel hole component class.
  • Class AA Concretep2, p13, p15, p17 · 6 cropsThe ontology would need a structural concrete material class.
  • Hex Nutp2, p10, p11 · 10 crops · ×7The ontology would need a structural nut or fastening hardware class.
  • Paving Restp2, p4, p6 · 10 crops · ×14The ontology would need a paving rest component class.
  • Washerp2, p10, p11 · 10 crops · ×7The ontology would need a structural washer or fastening hardware class.
  • Silicone Joint Sealantp4, p5, p9 · 7 crops · ×6The ontology would need a joint sealant component class.
  • Triangular Drip Beadp7, p8, p9 · 7 crops · ×5The ontology would need a drip bead component class.
  • Plain Barp7, p9 · 11 crops · ×6The ontology would need a plain steel bar material or component class.
  • Diaphragm Barp10, p11 · 10 crops · ×12The ontology would need a diaphragm tie bar component class.
  • End postp2, p4 · 8 crops · ×6The ontology would need an end post component class.
  • Diaphragm Bar Holep10, p11 · 7 crops · ×9The ontology would need a diaphragm bar hole component class.
  • Recessp10, p11 · 5 crops · ×5The ontology would need a formed recess component class.
  • Mechanical Couplerp14, p15 · 4 crops · ×5The ontology would need a reinforcing bar mechanical coupler class.
  • pick-upp10, p11 · 4 cropsThe item is insufficiently identified and the ontology would need a pickup insert class.
  • Filletp4, p6 · 3 cropsThe ontology would need a concrete or steel fillet detail class.
  • Low Friction Hold Downp10, p11 · 2 crops · ×2The ontology would need a low-friction hold-down device class.
  • Beveled Shim Platep12 · 15 crops · ×10The ontology would need a shim plate component class.
  • Internal Platep12 · 6 crops · ×20The ontology would need a structural steel plate component class.
  • Load Platep12 · 6 crops · ×4The ontology would need a load plate component class.
  • Pipe Sleevep8 · 6 crops · ×6The ontology would need a pipe sleeve component class.
  • Soil Reinforcing Device Insertp2 · 6 cropsThe ontology would need an MSE soil reinforcing device insert class.
  • barrier transitionp4 · 4 crops · ×4The ontology would need a crash barrier transition component class.
  • End Post And Guardrail Attachmentp2 · 4 crops · ×16The ontology would need a guardrail end-post attachment component class.
  • Fence Railp8 · 4 crops · ×3The ontology would need a fence rail component class.
  • sealing ribp12 · 4 crops · ×4The ontology would need a sealing rib component class.
  • Chamferp5 · 3 cropsThe ontology would need a chamfer detail class.
  • Class D Superstructure Concretep2 · 2 cropsThe ontology would need a structural concrete material class.
  • Construction Clearance Envelopep1 · 2 crops · ×2The ontology would need a construction clearance envelope reference class.
  • Dynamic Pile Testp2 · 2 cropsThe ontology would need a pile testing activity or test item class.
  • Exposed Concrete Edgep2 · 2 cropsThe ontology would need an exposed concrete edge detail class.
  • Fence Tension Bandp8 · 2 crops · ×5The ontology would need a fence tension band component class.
  • Fence Tension Barp8 · 2 crops · ×2The ontology would need a fence tension bar component class.
  • Fence Truss Bracingp8 · 2 crops · ×2The ontology would need a fence truss bracing component class.
  • galvanized nailsp5 · 2 cropsThe ontology would need a nail fastening material class.
  • Horizontal Angle Or Channelp2 · 2 cropsThe ontology would need a structural steel angle or channel member class.
  • Metal Deck Formp2 · 2 cropsThe ontology would need a metal deck form or stay-in-place form class.
  • pick-upsp10 · 2 cropsThe item is insufficiently identified and the ontology would need a pickup insert class.
  • Railroad Right-of-way Limitp3 · 2 crops · ×24The ontology would need a railroad right-of-way limit reference class.
  • Railroad Side Ditchp2 · 2 cropsThe ontology would need a railroad side ditch drainage component class.
  • Steel H-pile Load Testp2 · 2 cropsThe ontology would need a pile load testing activity or test item class.
  • Unidentified Tapered Elementp7 · 2 cropsThe element is unidentified and no specific ontology class can be assigned.
  • Wall Leveling Padp2 · 2 cropsThe ontology would need a wall leveling pad component class.
  • Bridge Limitp3 · 1 crop · ×2The ontology would need a bridge limit reference boundary class.
  • Expansion Sleevep8 · 1 cropThe ontology would need an expansion sleeve component class.
  • Expansion-end Slotp11 · 1 cropThe ontology would need an expansion-end slot component class.
  • Future Groundlinep1 · 1 crop · ×1The ontology would need a proposed or future ground surface reference class.
  • Hardwarep2 · 1 cropThe ontology would need a generic hardware component class.

superstructure17

ancillary system9

alignment system7

substructure6

  • Bent→Pier Systemgroupingbridge.substructure.pier_systemp1, p2, p3, p4, p5, p6, p7, p12, p13, p14, p15, p16, p17, p18, p20 · 56 crops · ×133on “Bent”
  • Bent Cap→Pier Capbridge.substructure.pier_system.pier_capp2, p7, p9, p13, p14, p15, p16, p17, p18 · 42 crops · ×394 read · 1 derivedon “Bent Cap”
  • Column→Rectangular Pier Shaftbridge.substructure.pier_system.pier_shaft.rectangularp13, p14, p15, p16, p17, p18 · 20 crops · ×303 read · 1 derived · 1 gapon “rectangular”
  • End Bent→Abutment Systemgroupingbridge.substructure.abutment_systemp2, p4, p13, p17 · 8 crops · ×10on “End Bent”
  • Abutment Wall→Abutment Stembridge.substructure.abutment_system.abutment_stemp1, p13, p17 · 10 crops · ×151 derived · 4 gapson “Abutment Wall”
  • Vertical Support Membercheck→Pier Shaftbridge.substructure.pier_system.pier_shaftp17 · 2 crops · ×41 read · 3 gapson “vertical support member”

approach earthwork system5

foundation system4

  • Steel H-pile→Steel H Pilebridge.foundation_system.deep_foundation.pile.steel_hp1, p2, p13, p14, p15, p16, p17, p18 · 73 crops · ×3821 read · 1 derived · 3 gapson “Steel H-piles”
  • Footingcheck→Pile Capbridge.foundation_system.deep_foundation.pile_capp1, p2, p14, p15, p16, p17, p18 · 34 crops · ×503 read · 2 derived · 1 gapon “pile-supported footing”
  • Pile Cap→Pile Capbridge.foundation_system.deep_foundation.pile_capp1 · 2 crops · ×41 read · 5 gapson “Pile Cap”
  • Steel H-pile Installationcheck→Steel H Pilebridge.foundation_system.deep_foundation.pile.steel_hp2 · 2 crops2 derived · 3 gapson “steel H”

construction system1

ground system1

◈Index for the agentnot indexed · 8331 points readyopenai/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.

8331 points ready to index.

0points stored8,331points ready408crops107items662,298tokens embedded

Collection mindmap_vectors, filtered on projectId = gdot_plan-ab5a9057847f41e3bb9d0ead3c6f2c22.