Drawing to BOQpipeline control sheet
← Projectsmindmap

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 166 crops · 6 read
item · 1005 × 1261

Detail 2

page 16 · intermediate_bent_cap_reinforcement_p16_r05
Original
Detail 2
{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcing bars",
      "tag": "5-#10A",
      "shape": "straight",
      "material": "steel",
      "count": 5,
      "note": "Vertical bars shown in left portion of reinforcement layout."
    },
    {
      "name": "reinforcing bars",
      "tag": "4-#10B",
      "shape": "straight",
      "material": "steel",
      "count": 4,
      "note": "Vertical bars shown in right portion of reinforcement layout."
    },
    {
      "name": "reinforcing bars",
      "tag": "5-#13A",
      "shape": "straight",
      "material": "steel",
      "count": 5,
      "note": "Horizontal bars shown in upper portion of reinforcement layout."
    },
    {
      "name": "reinforcing bars",
      "tag": "3-#13B",
      "shape": "straight",
      "material": "steel",
      "count": 3,
      "note": "Horizontal bars shown in lower portion of reinforcement layout."
    },
    {
      "name": "rectangular concrete member outline",
      "tag": "",
      "shape": "rectangular with internal L-shaped outline",
      "material": "",
      "count": 1,
      "note": "Member is shown as an outlined plan/detail; material is not stated in this crop."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "rectangular concrete member outline"
    },
    {
      "label": "reinforcement quantity and bar designation",
      "value": "5-#10A",
      "unit": "",
      "appliesTo": "reinforcing bars"
    },
    {
      "label": "reinforcement quantity and bar designation",
      "value": "4-#10B",
      "unit": "",
      "appliesTo": "reinforcing bars"
    },
    {
      "label": "reinforcement quantity and bar designation",
      "value": "5-#13A",
      "unit": "",
      "appliesTo": "reinforcing bars"
    },
    {
      "label": "reinforcement quantity and bar designation",
      "value": "3-#13B",
      "unit": "",
      "appliesTo": "reinforcing bars"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 2",
    "B",
    "C"
  ],
  "description": "This crop shows DETAIL 2, a plan-type reinforcement layout within a rectangular outlined member. Straight reinforcing bars are arranged in two vertical bar groups and two horizontal bar groups, with an internal L-shaped outline visible in the lower-left/central area."
}

Detail 2

done

intermediate_bent_cap_reinforcement_p16_r05Substructure

Detail5 objects · 5 measurements · 3 labels

This crop shows DETAIL 2, a plan-type reinforcement layout within a rectangular outlined member. Straight reinforcing bars are arranged in two vertical bar groups and two horizontal bar groups, with an internal L-shaped outline visible in the lower-left/central area.

Objects · 5

MarkObjectNo.ShapeMaterialNote
5-#10Areinforcing bars5straightsteelVertical bars shown in left portion of reinforcement layout.
4-#10Breinforcing bars4straightsteelVertical bars shown in right portion of reinforcement layout.
5-#13Areinforcing bars5straightsteelHorizontal bars shown in upper portion of reinforcement layout.
3-#13Breinforcing bars3straightsteelHorizontal bars shown in lower portion of reinforcement layout.
rectangular concrete member outline1rectangular with internal L-shaped outlineMember is shown as an outlined plan/detail; material is not stated in this crop.

Measurements · 5

MeasurementValueApplies to
overall width5'-4¾"rectangular concrete member outline
reinforcement quantity and bar designation5-#10Areinforcing bars
reinforcement quantity and bar designation4-#10Breinforcing bars
reinforcement quantity and bar designation5-#13Areinforcing bars
reinforcement quantity and bar designation3-#13Breinforcing bars

Labels

DETAIL 2BC

openai/gpt-5.6-terra-pro · 17594 tokens · 34.5s

item · 1529 × 1095

Intermediate Bent Column

page 16 · intermediate_bent_column_p16_r14
Original
Intermediate Bent Column
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "reinforced concrete column",
      "tag": "",
      "shape": "square",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Square column cross section with reinforcement shown."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "#21 OR #31",
      "shape": "circular",
      "material": "",
      "count": 12,
      "note": "Bars shown around the perimeter; callout reads 12-#21 OR #31."
    },
    {
      "name": "closed rectangular tie reinforcement",
      "tag": "#20 OR #30",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Perimeter tie shown inside the column section; callout reads 6#20 OR 6#30."
    },
    {
      "name": "diagonal cross-tie reinforcement",
      "tag": "#21 OR #31",
      "shape": "diagonal",
      "material": "",
      "count": null,
      "note": "Diagonal internal tie legs are shown; callout reads 6#21 OR 6#31."
    }
  ],
  "measurements": [
    {
      "label": "column width",
      "value": "3’-6”",
      "unit": "ft-in",
      "appliesTo": "reinforced concrete column"
    },
    {
      "label": "column depth",
      "value": "3’-6”",
      "unit": "ft-in",
      "appliesTo": "reinforced concrete column"
    },
    {
      "label": "clear cover",
      "value": "2”",
      "unit": "in",
      "appliesTo": "reinforced concrete column"
    }
  ],
  "notes": [
    "12-#21 OR #31",
    "2” CLR ALL SIDES",
    "6#20 OR 6#30",
    "6#21 OR 6#31"
  ],
  "labels": [
    "SECTION C-C"
  ],
  "description": "This crop shows Section C-C through a square reinforced-concrete column. The section documents a 3’-6” by 3’-6” column reinforcement arrangement, including 12 perimeter longitudinal bars, a rectangular perimeter tie, and diagonal internal cross-tie reinforcement."
}

Intermediate Bent Column

done

intermediate_bent_column_p16_r14Substructurecross section

Cross Section4 objects · 3 measurements · 4 notes · 1 label

This crop shows Section C-C through a square reinforced-concrete column. The section documents a 3’-6” by 3’-6” column reinforcement arrangement, including 12 perimeter longitudinal bars, a rectangular perimeter tie, and diagonal internal cross-tie reinforcement.

Objects · 4

MarkObjectNo.ShapeMaterialNote
reinforced concrete column1squarereinforced concreteSquare column cross section with reinforcement shown.
#21 OR #31longitudinal reinforcement bars12circularBars shown around the perimeter; callout reads 12-#21 OR #31.
#20 OR #30closed rectangular tie reinforcement1rectangularPerimeter tie shown inside the column section; callout reads 6#20 OR 6#30.
#21 OR #31diagonal cross-tie reinforcementdiagonalDiagonal internal tie legs are shown; callout reads 6#21 OR 6#31.

Measurements · 3

MeasurementValueUnitApplies to
column width3’-6”ft-inreinforced concrete column
column depth3’-6”ft-inreinforced concrete column
clear cover2”inreinforced concrete column

Labels

SECTION C-C

Notes

  • 12-#21 OR #31
  • 2” CLR ALL SIDES
  • 6#20 OR 6#30
  • 6#21 OR 6#31

openai/gpt-5.6-terra-pro · 19408 tokens · 30.7s

item · 1594 × 1313

Pier Column

page 16 · pier_column_p16_r01
Original
Pier Column
{
  "view": "Section",
  "objects": [
    {
      "name": "bent member",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only the sectional profile shown in Section A-A is visible."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#20 OR 2-#30",
      "shape": "bars at upper stepped portion",
      "material": "",
      "count": 2,
      "note": "Callout points to bars in the raised portion of the section."
    },
    {
      "name": "reinforcement bars",
      "tag": "8-#121 OR 8-#131",
      "shape": "bars along upper face",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "44-#21 OR 44-#31",
      "shape": "vertical bars along side faces",
      "material": "",
      "count": 44,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "5-#22 OR 5-#32",
      "shape": "bars, each face",
      "material": "",
      "count": 5,
      "note": "Each face."
    },
    {
      "name": "reinforcement bars",
      "tag": "#21 OR #31",
      "shape": "vertical bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "8-#123 OR 8-#133",
      "shape": "bars along bottom face",
      "material": "",
      "count": 8,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "dimension from CL BENT to left side",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "dimension from CL BENT to right side",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "left segment dimension",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "left-center segment dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "right-center segment dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "right segment dimension",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "minimum overall depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "bottom dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "reinforcement quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "2-#20 OR 2-#30"
    },
    {
      "label": "reinforcement quantity",
      "value": "8",
      "unit": "",
      "appliesTo": "8-#121 OR 8-#131"
    },
    {
      "label": "reinforcement quantity",
      "value": "44",
      "unit": "",
      "appliesTo": "44-#21 OR 44-#31"
    },
    {
      "label": "reinforcement quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "5-#22 OR 5-#32"
    },
    {
      "label": "reinforcement quantity",
      "value": "8",
      "unit": "",
      "appliesTo": "8-#123 OR 8-#133"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "5-#22 OR 5-#32 EACH FACE",
    "2-#20 OR 2-#30",
    "8-#121 OR 8-#131",
    "44-#21 OR 44-#31",
    "2\" CL., 3 SIDES",
    "#21 OR #31",
    "8-#123 OR 8-#133",
    "2\" M (partial, cropped)"
  ],
  "labels": [
    "CL BENT",
    "CL BRNG.",
    "SECTION A-A"
  ],
  "description": "This crop shows Section A-A through a stepped rectangular reinforced-concrete bent member, with centerlines for the bent and two bearing locations. It documents the sectional dimensions, clear cover, and reinforcing-bar callouts; the drawing beyond the cropped section is not shown."
}

Pier Column

done

pier_column_p16_r01Substructurecross section

Section7 objects · 16 measurements · 9 notes · 3 labels

This crop shows Section A-A through a stepped rectangular reinforced-concrete bent member, with centerlines for the bent and two bearing locations. It documents the sectional dimensions, clear cover, and reinforcing-bar callouts; the drawing beyond the cropped section is not shown.

Objects · 7

MarkObjectNo.ShapeMaterialNote
bent member1stepped rectangularreinforced concreteOnly the sectional profile shown in Section A-A is visible.
2-#20 OR 2-#30reinforcement bars2bars at upper stepped portionCallout points to bars in the raised portion of the section.
8-#121 OR 8-#131reinforcement bars8bars along upper face
44-#21 OR 44-#31reinforcement bars44vertical bars along side faces
5-#22 OR 5-#32reinforcement bars5bars, each faceEach face.
#21 OR #31reinforcement barsvertical bar
8-#123 OR 8-#133reinforcement bars8bars along bottom face

Measurements · 16

MeasurementValueApplies to
overall width4'-3"bent member
dimension from CL BENT to left side2'-1½"bent member
dimension from CL BENT to right side2'-1½"bent member
left segment dimension11½"bent member
left-center segment dimension1'-2"bent member
right-center segment dimension1'-2"bent member
right segment dimension11½"bent member
minimum overall depth4'-0" MIN.bent member
bottom dimension9"bent member
minimum clear cover2"bent member
clear cover2"bent member
reinforcement quantity22-#20 OR 2-#30
reinforcement quantity88-#121 OR 8-#131
reinforcement quantity4444-#21 OR 44-#31
reinforcement quantity55-#22 OR 5-#32
reinforcement quantity88-#123 OR 8-#133

Labels

CL BENTCL BRNG.SECTION A-A

Notes

  • 2" MIN. CL., TYP.
  • 5-#22 OR 5-#32 EACH FACE
  • 2-#20 OR 2-#30
  • 8-#121 OR 8-#131
  • 44-#21 OR 44-#31
  • 2" CL., 3 SIDES
  • #21 OR #31
  • 8-#123 OR 8-#133
  • 2" M (partial, cropped)

openai/gpt-5.6-terra-pro · 30667 tokens · 52.8s

item · 1576 × 1519

Bent 2

page 16 · pile_footing_p16_r10
Original
Bent 2
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Outlined rectangular footing shown in footing plan."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Six pile locations are indicated on two dashed pile centerlines."
    },
    {
      "name": "column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Column is indicated by centerlines only; no column outline is shown."
    }
  ],
  "measurements": [
    {
      "label": "overall footing width",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing width segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing width segment",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing width segment",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing width segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "overall footing length",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing length segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing length segment",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing length segment",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing length segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 2"
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "℄ PILE",
    "℄ BENT 2",
    "℄ COLUMN",
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop shows the footing plan for Bent 2. A rectangular 11'-6\" by 11'-6\" footing is shown with six indicated pile locations arranged in two columns of three, and centerlines for the bent and column."
}

Bent 2

done

pile_footing_p16_r10Substructure

Plan3 objects · 11 measurements · 6 labels

This crop shows the footing plan for Bent 2. A rectangular 11'-6" by 11'-6" footing is shown with six indicated pile locations arranged in two columns of three, and centerlines for the bent and column.

Objects · 3

ObjectNo.ShapeNote
footing1rectangularOutlined rectangular footing shown in footing plan.
pile6Six pile locations are indicated on two dashed pile centerlines.
column1Column is indicated by centerlines only; no column outline is shown.

Measurements · 11

MeasurementValueApplies to
overall footing width11'-6"footing
footing width segment1'-3"footing
footing width segment4'-6"footing
footing width segment4'-6"footing
footing width segment1'-3"footing
overall footing length11'-6"footing
footing length segment1'-3"footing
footing length segment4'-6"footing
footing length segment4'-6"footing
footing length segment1'-3"footing
scale3/8" = 1'-0"FOOTING PLAN - BENT 2

Labels

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

openai/gpt-5.6-terra-pro · 20400 tokens · 18.3s

item · 971 × 210

Project Identification Number Block

page 16 · project_identification_number_block_p16_r02
Original
Project Identification Number Block
{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop shows a title-block/project identification area. It contains the GDOT logo and the printed project identification number."
}

Project Identification Number Block

done

project_identification_number_block_p16_r02Substructure

Title Block3 labels

This crop shows a title-block/project identification area. It contains the GDOT logo and the printed project identification number.

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 · 6482 tokens · 4.4s

item · 2006 × 1061

Sheet Title Block

page 16 · sheet_title_block_p16_r13
Original
Sheet Title Block
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Bridge sheet",
      "value": "16 OF 21",
      "unit": "",
      "appliesTo": "Bridge sheet set"
    }
  ],
  "notes": [
    "NO SCALE",
    "SCALE: 3/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "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",
    "MAY 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "0019181_0016.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUNA SASTRY"
  ],
  "description": "This crop shows the project title block for a Georgia Department of Transportation bridge drawing. The sheet is titled \"INTERMEDIATE BENT DETAILS\" for SR 21 @ NS #620272Y in Jenkins County, with drawing number 35-0016 and bridge sheet 16 of 21."
}

Sheet Title Block

done

sheet_title_block_p16_r13

Title Block2 measurements · 3 notes · 38 labels

This crop shows the project title block for a Georgia Department of Transportation bridge drawing. The sheet is titled "INTERMEDIATE BENT DETAILS" for SR 21 @ NS #620272Y in Jenkins County, with drawing number 35-0016 and bridge sheet 16 of 21.

Objects · 0

No objects read. Edit to add one.

Measurements · 2

MeasurementValueApplies to
Scale3/4" = 1'-0"Drawing
Bridge sheet16 OF 21Bridge sheet set

Labels

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 21DATEREVISIONSBYMAY 2025DESIGNEDUPDRAWNEPRCHECKEDASDESIGN GROUPJBKREVIEWEDDLC/SKGAPPROVEDDPD0019181_0016.dgnGEORGIA REGISTERED PROFESSIONAL ENGINEERNo.19371ARUNA SASTRY

Notes

  • NO SCALE
  • SCALE: 3/4" = 1'-0" (UNLESS OTHERWISE NOTED)
  • 1 INCH WHEN PRINTED FULL SIZE

openai/gpt-5.6-terra-pro · 15616 tokens · 11.9s

Page 1718 crops · 18 read
item · 3028 × 2414

Bent 4 Left

page 17 · bent_4_left
Original
Bent 4 Left
{
  "view": "Detail",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 4 Left."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Bearing locations are identified by C BRG. and C BEAM 1 through C BEAM 6."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Vertical piles are shown below the bent cap in the elevation; callout states reinforcement is over each pile."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular hole / dowel location",
      "material": "",
      "count": null,
      "note": "Callout specifies 1 1/2 in. diameter smooth dowel in formed holes, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-440",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-442",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-1040",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445B",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445C",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "7-441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At equal spaces, typical each bay."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At equal spaces."
    }
  ],
  "measurements": [
    {
      "label": "overall bent-cap length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "C BEAM 1 through C BEAM 6"
    },
    {
      "label": "end plan dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "plan dimension",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "plan dimension",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "plan dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bent-cap plan width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "C BRG."
    },
    {
      "label": "bearing dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "typical dowel offset",
      "value": "2 3/4\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "alignment dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "right-end plan dimension",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dowel-hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "dowel-hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "smooth-dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "station",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "STA."
    },
    {
      "label": "left end elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "left end elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.49",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.66",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.82",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right end elevation",
      "value": "EL. 189.36",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right end elevation",
      "value": "EL. 189.44",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "left underside elevation",
      "value": "EL. 182.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right underside elevation",
      "value": "EL. 183.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "pile offset",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile offset",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "left end elevation dimension",
      "value": "2'-10 7/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right end elevation dimension",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam spacing in elevation",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 4 BRIDGE SHEET 16",
    "4-440 OVER EACH PILE",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "4-441 AT EQ. SPACES"
  ],
  "labels": [
    "B.F.P.R.",
    "SR 21 WB = PGL",
    "STA. 19+18.35",
    "C BRG.",
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6",
    "PLAN",
    "(BENT 4 LEFT)",
    "ELEVATION",
    "(BENT 4 LEFT LOOKING AHEAD)",
    "A",
    "B"
  ],
  "description": "This crop contains a plan and an elevation detail for Bent 4 Left, rather than a single elevation only. It documents the 44'-1 1/16\" long bent cap, six bearing/beam locations, six piles below the cap, elevations, dimensions, dowel holes, and reinforcing callouts."
}

Bent 4 Left

done

bent_4_leftSubstructureElevation

Detail12 objects · 35 measurements · 6 notes · 16 labels

This crop contains a plan and an elevation detail for Bent 4 Left, rather than a single elevation only. It documents the 44'-1 1/16" long bent cap, six bearing/beam locations, six piles below the cap, elevations, dimensions, dowel holes, and reinforcing callouts.

Objects · 12

MarkObjectNo.ShapeMaterialNote
bent cap1long rectangularreinforced concreteShown in plan and elevation for Bent 4 Left.
bearing6rectangularBearing locations are identified by C BRG. and C BEAM 1 through C BEAM 6.
pile6rectangularVertical piles are shown below the bent cap in the elevation; callout states reinforcement is over each pile.
smooth dowelcircular hole / dowel locationCallout specifies 1 1/2 in. diameter smooth dowel in formed holes, typical.
4-440reinforcement barOver each pile.
2-442reinforcement bar
4-1040reinforcement bar
2-445Areinforcement barTypical.
2-445Breinforcement bar
2-445Creinforcement bar
7-441reinforcement barAt equal spaces, typical each bay.
4-441reinforcement barAt equal spaces.

Measurements · 35

MeasurementValueApplies to
overall bent-cap length44'-1 1/16"bent cap
beam spacing7'-7 1/16"C BEAM 1 through C BEAM 6
end plan dimension3'-0 7/8"bent cap
plan dimension6'-10 1/2"bent cap
plan dimension7'-7"bent cap
plan dimension6'-10 9/16"bent cap
bent-cap plan width3'-0"bent cap
bearing dimension1'-6"C BRG.
bearing dimension2'-9 3/8"bearing
typical dowel offset2 3/4"smooth dowel
skew angle81°-20'-05.0"bent cap
skew angle81°-20'-05.0"bent cap
alignment dimension22'-0"SR 21 WB = PGL
right-end plan dimension5'-4 3/4"bent cap
dowel-hole diameter3"smooth dowel
dowel-hole depth12"smooth dowel
smooth-dowel diameter1 1/2"smooth dowel
station19+18.35STA.
left end elevationEL. 188.39bent cap
left end elevationEL. 188.45bent cap
elevationEL. 185.12bent cap
elevationEL. 185.32bent cap
elevationEL. 185.49bent cap
elevationEL. 185.66bent cap
elevationEL. 185.82bent cap
elevationEL. 185.96bent cap
right end elevationEL. 189.36bent cap
right end elevationEL. 189.44bent cap
left underside elevationEL. 182.96bent cap
right underside elevationEL. 183.96bent cap
pile offset10"pile
pile offset10"pile
left end elevation dimension2'-10 7/8"bent cap
right end elevation dimension3'-3 5/8"bent cap
beam spacing in elevation7'-7 1/16"piles

Labels

B.F.P.R.SR 21 WB = PGLSTA. 19+18.35C BRG.C BEAM 1C BEAM 2C BEAM 3C BEAM 4C BEAM 5C BEAM 6PLAN(BENT 4 LEFT)ELEVATION(BENT 4 LEFT LOOKING AHEAD)AB

Notes

  • SEE DETAIL 3 BRIDGE SHEET 16
  • FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.
  • SEE DETAIL 4 BRIDGE SHEET 16
  • 4-440 OVER EACH PILE
  • 7-441 AT EQ. SPS. TYP. EA. BAY
  • 4-441 AT EQ. SPACES

openai/gpt-5.6-terra-pro · 38487 tokens · 48.8s

item · 3088 × 2414

Bent 4 Right

page 17 · bent_4_right
Original
Bent 4 Right
{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular, tapered/sloped in elevation",
      "material": "",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 4 Right."
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "Visible as six paired pile locations beneath the footing in elevation."
    },
    {
      "name": "Bearing/support locations",
      "tag": "℄ BEAM 7 through ℄ BEAM 12",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six locations are shown along the footing/cap line."
    },
    {
      "name": "Smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as typical; quantity is not stated."
    },
    {
      "name": "Reinforcement bars",
      "tag": "440",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Called out over each pile."
    },
    {
      "name": "Reinforcement bars",
      "tag": "442",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout shown in elevation."
    },
    {
      "name": "Reinforcement bars",
      "tag": "1040",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout shown in elevation."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Typical callout."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445B",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout at left end."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445C",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout at right end."
    },
    {
      "name": "Reinforcement bars",
      "tag": "441",
      "shape": "",
      "material": "",
      "count": 7,
      "note": "Callout states at equal spaces and typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Plan offset dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 4"
    },
    {
      "label": "Station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE B.F.P.R. BENT 4"
    },
    {
      "label": "Station",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "℄ BRG."
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Typical beam layout"
    },
    {
      "label": "Plan width dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "Footing, left end"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "Footing, right end"
    },
    {
      "label": "Plan segment dimension",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "Footing, left segment"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan segment dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "Footing, right segment"
    },
    {
      "label": "Overall plan length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0 1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Typical dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.42",
      "unit": "",
      "appliesTo": "Left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.50",
      "unit": "",
      "appliesTo": "Left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "Footing top, left"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.80",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.67",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.53",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.37",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.67",
      "unit": "",
      "appliesTo": "Right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.71",
      "unit": "",
      "appliesTo": "Right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.04",
      "unit": "",
      "appliesTo": "Footing, left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.25",
      "unit": "",
      "appliesTo": "Footing, right end"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, typical"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, left end"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, right end"
    },
    {
      "label": "Elevation left end segment",
      "value": "2'-10⅛\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation right end segment",
      "value": "3'-3⅝\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Overall elevation length",
      "value": "44'-1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL, TYP."
  ],
  "labels": [
    "℄ SR 21",
    "END BRIDGE B.F.P.R. BENT 4 STA. 19+15.00",
    "SR 21 EB = PGL",
    "℄ BRG.",
    "SEE DETAIL 4 BRIDGE SHEET 16",
    "B.F.P.R.",
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PLAN",
    "(BENT 4 RIGHT)",
    "A",
    "B",
    "AT EQ. SPS. TYP. EA. BAY",
    "ELEVATION",
    "(BENT 4 RIGHT LOOKING AHEAD)",
    "NOTES:",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop contains a plan at the top and an elevation at the bottom for Bent 4 Right, although the primary view title shown first is PLAN. It documents a long rectangular footing with six paired pile locations associated with beam centerlines 7 through 12, plus footing geometry, elevations, reinforcement callouts, and dowel-hole information. Detail references direct the reader to Bridge Sheet 16 for the end conditions."
}

Bent 4 Right

done

bent_4_rightSubstructureElevation

Plan11 objects · 51 measurements · 1 note · 23 labels

This crop contains a plan at the top and an elevation at the bottom for Bent 4 Right, although the primary view title shown first is PLAN. It documents a long rectangular footing with six paired pile locations associated with beam centerlines 7 through 12, plus footing geometry, elevations, reinforcement callouts, and dowel-hole information. Detail references direct the reader to Bridge Sheet 16 for the end conditions.

Objects · 11

MarkObjectNo.ShapeNote
Footing1rectangular, tapered/sloped in elevationShown in plan and elevation for Bent 4 Right.
Piles12rectangularVisible as six paired pile locations beneath the footing in elevation.
℄ BEAM 7 through ℄ BEAM 12Bearing/support locations6rectangularSix locations are shown along the footing/cap line.
Smooth dowelscircularCalled out as typical; quantity is not stated.
440Reinforcement bars4Called out over each pile.
442Reinforcement bars2Callout shown in elevation.
1040Reinforcement bars4Callout shown in elevation.
445AReinforcement bars2Typical callout.
445BReinforcement bars2Callout at left end.
445CReinforcement bars2Callout at right end.
441Reinforcement bars7Callout states at equal spaces and typical each bay.

Measurements · 51

MeasurementValueApplies to
Plan offset dimension22'-0"
Skew angle81°-20'-05.0"B.F.P.R. BENT 4
Station19+15.00END BRIDGE B.F.P.R. BENT 4
Station19+11.65℄ BRG.
Skew angle81°-20'-05.0"SR 21 EB = PGL
Skew angle81°-20'-05.0"Typical beam layout
Plan width dimension5'-4¾"Footing
Plan end dimension3'-0⅞"Footing, left end
Plan bay spacing7'-7/16"Footing
Plan bay spacing7'-7/16"Footing
Plan bay spacing7'-7/16"Footing
Plan bay spacing7'-7/16"Footing
Plan bay spacing7'-7/16"Footing
Plan end dimension3'-0⅞"Footing, right end
Plan segment dimension6'-10½"Footing, left segment
Plan spacing7'-7"Footing
Plan spacing7'-7"Footing
Plan spacing7'-7"Footing
Plan spacing7'-7"Footing
Plan segment dimension6'-10 9/16"Footing, right segment
Overall plan length44'-1 1/16"Footing
Plan dimension1'-6"Footing
Plan dimension3'-0"Footing
Plan dimension1'-6"Footing
Plan end dimension3'-0 1/16"Footing
Typical dimension2¾"Footing
Dowel hole diameter3"Smooth dowel hole
Dowel hole depth12"Smooth dowel hole
Smooth dowel diameter1½"Smooth dowel
ElevationEL. 189.42Left end
ElevationEL. 189.50Left end
ElevationEL. 186.04Footing top, left
ElevationEL. 185.93Footing top
ElevationEL. 185.80Footing top
ElevationEL. 185.67Footing top
ElevationEL. 185.53Footing top
ElevationEL. 185.37Footing top
ElevationEL. 188.67Right end
ElevationEL. 188.71Right end
ElevationEL. 184.04Footing, left end
ElevationEL. 183.25Footing, right end
Pile reinforcement spacing10"Piles, typical
Pile reinforcement spacing10"Piles, left end
Pile reinforcement spacing10"Piles, right end
Elevation left end segment2'-10⅛"Footing
Elevation bay spacing7'-7/16"Footing
Elevation bay spacing7'-7/16"Footing
Elevation bay spacing7'-7/16"Footing
Elevation bay spacing7'-7/16"Footing
Elevation right end segment3'-3⅝"Footing
Overall elevation length44'-1/16"Footing

Labels

℄ SR 21END BRIDGE B.F.P.R. BENT 4 STA. 19+15.00SR 21 EB = PGL℄ BRG.SEE DETAIL 4 BRIDGE SHEET 16B.F.P.R.SEE DETAIL 3 BRIDGE SHEET 16℄ BEAM 7℄ BEAM 8℄ BEAM 9℄ BEAM 10℄ BEAM 11℄ BEAM 12PLAN(BENT 4 RIGHT)ABAT EQ. SPS. TYP. EA. BAYELEVATION(BENT 4 RIGHT LOOKING AHEAD)NOTES:P.I. NO.0019181

Notes

  • FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL, TYP.

openai/gpt-5.6-terra-pro · 36636 tokens · 50.7s

item · 1052 × 927

Bent Cap

page 17 · bent_cap_p17_r11
Original
Bent Cap
{
  "view": "Section",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular with chamfered lower corners",
      "material": "",
      "count": 1,
      "note": "Cross-sectioned cap with reinforcement shown."
    },
    {
      "name": "pier column / stem",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only upper portion is visible below the cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-242",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Two top bars indicated; callout text is as legible in crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-1040",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Four corner bars indicated; callout text is as legible in crop."
    }
  ],
  "measurements": [
    {
      "label": "overall cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "half cap width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "half cap width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "clear cover minimum",
      "value": "2\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap depth minimum",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "typical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "pier column / stem"
    },
    {
      "label": "half cap width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "half cap width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "440",
    "441",
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows SECTION A-A, a cross section through a rectangular bent cap and the upper portion of a centered rectangular pier column or stem. The cap reinforcement arrangement, clear-cover requirements, and cap dimensions are shown; adjacent drawing content is cropped at both sides."
}

Bent Cap

done

bent_cap_p17_r11Substructurecross section

Section4 objects · 10 measurements · 3 notes · 4 labels

This crop shows SECTION A-A, a cross section through a rectangular bent cap and the upper portion of a centered rectangular pier column or stem. The cap reinforcement arrangement, clear-cover requirements, and cap dimensions are shown; adjacent drawing content is cropped at both sides.

Objects · 4

MarkObjectNo.ShapeNote
bent cap1rectangular with chamfered lower cornersCross-sectioned cap with reinforcement shown.
pier column / stem1rectangularOnly upper portion is visible below the cap.
2-242reinforcement bar2Two top bars indicated; callout text is as legible in crop.
4-1040reinforcement bar4Four corner bars indicated; callout text is as legible in crop.

Measurements · 10

MeasurementValueApplies to
overall cap width3'-0"bent cap
half cap width1'-6"bent cap
half cap width1'-6"bent cap
clear cover minimum2" MIN.bent cap
cap depth minimum2'-0" MIN.bent cap
typical dimension1'-0"bent cap
clear cover, 3 sides2"pier column / stem
half cap width1'-6"bent cap
half cap width1'-6"bent cap
scale3/4" = 1'-0"SECTION A-A

Labels

440441SECTION A-ASCALE: 3/4" = 1'-0"

Notes

  • 2" MIN. CL.
  • 1'-0" TYP.
  • 2" CL. 3 SIDES

openai/gpt-5.6-terra-pro · 19388 tokens · 38.0s

item · 946 × 902

Bent Cap

page 17 · bent_cap_p17_r12
Original
Bent Cap
{
  "view": "Section",
  "objects": [
    {
      "name": "rectangular reinforced concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned member containing shown reinforcing bars."
    },
    {
      "name": "reinforcing bars",
      "tag": "2-442",
      "shape": "circular in section",
      "material": "steel",
      "count": 2,
      "note": "Two bars shown near the top face."
    },
    {
      "name": "reinforcing bars",
      "tag": "4-I040",
      "shape": "circular in section",
      "material": "steel",
      "count": 4,
      "note": "Four bars shown at the corner locations; tag transcription is as legible in the crop."
    },
    {
      "name": "reinforcing bars",
      "tag": "2-445 SERIES",
      "shape": "circular in section",
      "material": "steel",
      "count": 2,
      "note": "Two lower bars are shown, with the leader indicating a series."
    },
    {
      "name": "reinforcement callout",
      "tag": "4I",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Leader points to the left side of the rectangular member; designation is only partly legible."
    },
    {
      "name": "vertical support members",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two partial vertical members extend below the sectioned member and are interrupted by a break line."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "rectangular reinforced concrete member"
    },
    {
      "label": "minimum top cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "rectangular reinforced concrete member"
    },
    {
      "label": "minimum vertical depth",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "rectangular reinforced concrete member"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "rectangular reinforced concrete member"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "rectangular reinforced concrete member"
    },
    {
      "label": "minimum vertical dimension at right",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "right-side adjacent/partial detail"
    },
    {
      "label": "left horizontal dimension from centerline",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "section width"
    },
    {
      "label": "right horizontal dimension from centerline",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "section width"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "B.F.P.R.",
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows SECTION B-B through a rectangular reinforced-concrete member with longitudinal reinforcing bars and stated concrete cover requirements. Two partial rectangular vertical support members are visible below the member, with the lower portion interrupted by a break line."
}

Bent Cap

done

bent_cap_p17_r12Substructurecross section

Section6 objects · 9 measurements · 3 notes · 3 labels

This crop shows SECTION B-B through a rectangular reinforced-concrete member with longitudinal reinforcing bars and stated concrete cover requirements. Two partial rectangular vertical support members are visible below the member, with the lower portion interrupted by a break line.

Objects · 6

MarkObjectNo.ShapeMaterialNote
rectangular reinforced concrete member1rectangularreinforced concreteSectioned member containing shown reinforcing bars.
2-442reinforcing bars2circular in sectionsteelTwo bars shown near the top face.
4-I040reinforcing bars4circular in sectionsteelFour bars shown at the corner locations; tag transcription is as legible in the crop.
2-445 SERIESreinforcing bars2circular in sectionsteelTwo lower bars are shown, with the leader indicating a series.
4Ireinforcement calloutLeader points to the left side of the rectangular member; designation is only partly legible.
vertical support members2rectangularTwo partial vertical members extend below the sectioned member and are interrupted by a break line.

Measurements · 9

MeasurementValueApplies to
overall horizontal width3'-0"rectangular reinforced concrete member
minimum top cover2"rectangular reinforced concrete member
minimum vertical depth2'-0"rectangular reinforced concrete member
typical vertical dimension1'-0"rectangular reinforced concrete member
clear cover, 3 sides2"rectangular reinforced concrete member
minimum vertical dimension at right2'-0"right-side adjacent/partial detail
left horizontal dimension from centerline1'-6"section width
right horizontal dimension from centerline1'-6"section width
scale3/4" = 1'-0"SECTION B-B

Labels

B.F.P.R.SECTION B-BSCALE: 3/4" = 1'-0"

Notes

  • 2" MIN. CL.
  • 1'-0" TYP.
  • 2" CL. 3 SIDES

openai/gpt-5.6-terra-pro · 20710 tokens · 58.4s

item · 1178 × 904

Cap

page 17 · cap_p17_r13
Original
Cap
{
  "view": "Section",
  "objects": [
    {
      "name": "Cap",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": null,
      "note": "One complete cap section is shown at left; a second cap depiction is partial at right."
    },
    {
      "name": "Reinforcement bar",
      "tag": "442",
      "shape": "circular bar cross sections",
      "material": "",
      "count": 2,
      "note": "Shown near the top of the left cap section."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1040",
      "shape": "circular bar cross sections",
      "material": "",
      "count": 4,
      "note": "Shown at the four corner locations of the left cap section."
    },
    {
      "name": "Reinforcement bar",
      "tag": "445",
      "shape": "circular bar cross sections with vertical extensions below cap",
      "material": "",
      "count": 2,
      "note": "Marked SERIES; lower portions extend beyond the crop."
    }
  ],
  "measurements": [
    {
      "label": "cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "reinforcement quantity and tag",
      "value": "2-442",
      "unit": "",
      "appliesTo": "442"
    },
    {
      "label": "reinforcement quantity and tag",
      "value": "4-1040",
      "unit": "",
      "appliesTo": "1040"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "typical depth",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum depth",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "reinforcement quantity and tag",
      "value": "2-445",
      "unit": "",
      "appliesTo": "445"
    },
    {
      "label": "clearance, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "cap width, partial right-hand depiction",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum depth, partial right-hand depiction",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "1'-0\" TYP.",
    "2'-0\" MIN.",
    "2\" CL. 3 SIDES",
    "2-445 SERIES"
  ],
  "labels": [
    "B.F.P.R.",
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows SECTION B-B through a cap, including its rectangular section geometry, clear cover requirements, and reinforcement callouts. The right side of the crop contains only a partial additional cap depiction at the B.F.P.R. line."
}

Cap

done

cap_p17_r13Substructurecross section

Section4 objects · 13 measurements · 5 notes · 3 labels

This crop shows SECTION B-B through a cap, including its rectangular section geometry, clear cover requirements, and reinforcement callouts. The right side of the crop contains only a partial additional cap depiction at the B.F.P.R. line.

Objects · 4

MarkObjectNo.ShapeNote
Caprectangular with chamfered cornersOne complete cap section is shown at left; a second cap depiction is partial at right.
442Reinforcement bar2circular bar cross sectionsShown near the top of the left cap section.
1040Reinforcement bar4circular bar cross sectionsShown at the four corner locations of the left cap section.
445Reinforcement bar2circular bar cross sections with vertical extensions below capMarked SERIES; lower portions extend beyond the crop.

Measurements · 13

MeasurementValueApplies to
cap width3'-0"CAP
reinforcement quantity and tag2-442442
reinforcement quantity and tag4-10401040
minimum clear cover2"CAP
typical depth1'-0"CAP
minimum depth2'-0"CAP
half-width1'-6"CAP
half-width1'-6"CAP
reinforcement quantity and tag2-445445
clearance, 3 sides2"CAP
cap width, partial right-hand depiction3'-0"CAP
minimum depth, partial right-hand depiction2'-0"CAP
scale3/4" = 1'-0"SECTION B-B

Labels

B.F.P.R.SECTION B-BSCALE: 3/4" = 1'-0"

Notes

  • 2" MIN. CL.
  • 1'-0" TYP.
  • 2'-0" MIN.
  • 2" CL. 3 SIDES
  • 2-445 SERIES

openai/gpt-5.6-terra-pro · 19407 tokens · 51.0s

item · 2501 × 1265

End Bent Wall And Cap

page 17 · end_bent_wall_and_cap_p17_r09
Original
End Bent Wall And Cap
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered lower corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 2,
      "note": "Two piles are shown beneath the cap; note states all piles shall be steel H, HP 12 X 53."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall",
      "material": "",
      "count": 1,
      "note": "Callout identifies FRONT FACE OF WALL."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Callout identifies COPING at top of wall."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap/wall section"
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "122",
      "unit": "",
      "appliesTo": "BENT 4L piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "144",
      "unit": "",
      "appliesTo": "BENT 4R piles"
    },
    {
      "label": "Class AA concrete quantity",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "Class AA concrete quantity",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "bar reinforcing steel quantity",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "bar reinforcing steel quantity",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "B.F.P.R.",
    "C.L.",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "FRONT FACE OF WALL"
  ],
  "description": "This crop shows a section at an end bent and wall, including a cap supported by two steel H-piles and a wall with coping. It also includes pile driving criteria and a substructure quantities table for Bent 4 left and right."
}

End Bent Wall And Cap

done

end_bent_wall_and_cap_p17_r09Substructurecross section

Section4 objects · 12 measurements · 3 notes · 12 labels

This crop shows a section at an end bent and wall, including a cap supported by two steel H-piles and a wall with coping. It also includes pile driving criteria and a substructure quantities table for Bent 4 left and right.

Objects · 4

MarkObjectNo.ShapeMaterialNote
cap1rectangular with chamfered lower cornersLabeled CAP.
HP 12 X 53steel H-pile2H-sectionsteelTwo piles are shown beneath the cap; note states all piles shall be steel H, HP 12 X 53.
wall1rectangular vertical wallCallout identifies FRONT FACE OF WALL.
coping1rectangularCallout identifies COPING at top of wall.

Measurements · 12

MeasurementValueUnitApplies to
minimum horizontal dimension6'-0" MIN.cap/wall section
horizontal dimension3'-0"cap
minimum vertical dimension2'-0" MIN.cap
maximum factored axial load212KIPSpiles
driving resistance326KIPSpiles
minimum tip elevation122BENT 4L piles
minimum tip elevation144BENT 4R piles
Class AA concrete quantity12.0CYBENT 4 LT.
Class AA concrete quantity12.0CYBENT 4 RT.
bar reinforcing steel quantity1434LBBENT 4 LT.
bar reinforcing steel quantity1434LBBENT 4 RT.
scale3/4" = 1'-0"SECTION AT END BENT AND WALL

Labels

B.F.P.R.C.L.SECTION AT END BENT AND WALLSCALE: 3/4" = 1'-0"PLAN DRIVING OBJECTIVESUBSTRUCTURE QUANTITIESITEMBENT 4 LT.BENT 4 RT.CY CLASS AA CONCRETELB BAR REINF STEELFRONT FACE OF WALL

Notes

  • PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.
  • ALL PILES SHALL BE STEEL H, HP 12 X 53.
  • ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED.

openai/gpt-5.6-terra-pro · 20487 tokens · 21.6s

crop · 3004 × 1307

p17_r01 plan of beam spacing and dowels at bent 4 left

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r01_plan_of_beam_spacing_and_dowels_at_bent_4_left
Original
p17_r01 plan of beam spacing and dowels at bent 4 left
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 4 LEFT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan layout of the bent is shown."
    },
    {
      "name": "Beams",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by beam centerline locations only."
    },
    {
      "name": "Smooth dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Hole locations are shown with center marks; note calls for smooth dowels."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Skew angle, typical",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Dowel hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Bent end dimension",
      "value": "3'-0 1/16”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Bent end dimension",
      "value": "5'-4 3/4”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "End spacing",
      "value": "3'-0 7/8”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Typical beam spacing",
      "value": "7'-7 1/16”",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "6'-10 1/2”",
      "unit": "",
      "appliesTo": "BEAM 1"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 2"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 3"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 4"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 5"
    },
    {
      "label": "Beam spacing",
      "value": "6'-10 9/16”",
      "unit": "",
      "appliesTo": "BEAM 6"
    },
    {
      "label": "Overall bent length",
      "value": "44'-1 1/16”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Offset",
      "value": "1'-6”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Offset",
      "value": "1'-6”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Bent width",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Typical dimension",
      "value": "2 3/4”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Ahead distance",
      "value": "22'-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Station",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "℄ BRG."
    }
  ],
  "notes": [
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 4 BRIDGE SHEET 16"
  ],
  "labels": [
    "B.F.P.R.",
    "SR 21 WB = PGL",
    "STA. 19+18.35",
    "℄ BRG.",
    "AHEAD",
    "PLAN",
    "(BENT 4 LEFT)"
  ],
  "description": "This crop shows the plan layout for Bent 4 Left, including its skewed rectangular bent footprint and beam centerline locations for Beams 1 through 6. The drawing provides the bent length, beam spacing chain, bearing centerline station, alignment information, and typical smooth-dowel hole requirements."
}

p17_r01 plan of beam spacing and dowels at bent 4 left

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r01_plan_of_beam_spacing_and_dowels_at_bent_4_left

Plan3 objects · 23 measurements · 3 notes · 7 labels

This crop shows the plan layout for Bent 4 Left, including its skewed rectangular bent footprint and beam centerline locations for Beams 1 through 6. The drawing provides the bent length, beam spacing chain, bearing centerline station, alignment information, and typical smooth-dowel hole requirements.

Objects · 3

MarkObjectNo.ShapeNote
BENT 4 LEFTBent1rectangularPlan layout of the bent is shown.
BEAM 1 through BEAM 6Beams6Shown by beam centerline locations only.
Smooth dowel hole4circularHole locations are shown with center marks; note calls for smooth dowels.

Measurements · 23

MeasurementValueApplies to
Skew angle81°-20'-05.0”BENT 4 LEFT
Skew angle, typical81°-20'-05.0”BENT 4 LEFT
Dowel hole diameter3”Smooth dowel hole
Dowel hole depth12”Smooth dowel hole
Smooth dowel diameter1 1/2”Smooth dowel hole
Bent end dimension3'-0 1/16”BENT 4 LEFT
Bent end dimension5'-4 3/4”BENT 4 LEFT
End spacing3'-0 7/8”BENT 4 LEFT
Typical beam spacing7'-7 1/16”BEAM 1 through BEAM 6
Beam spacing6'-10 1/2”BEAM 1
Beam spacing7'-7”BEAM 2
Beam spacing7'-7”BEAM 3
Beam spacing7'-7”BEAM 4
Beam spacing7'-7”BEAM 5
Beam spacing6'-10 9/16”BEAM 6
Overall bent length44'-1 1/16”BENT 4 LEFT
Offset1'-6”BENT 4 LEFT
Offset1'-6”BENT 4 LEFT
Bent width3'-0”BENT 4 LEFT
Typical dimension2 3/4”BENT 4 LEFT
Dimension2'-9 3/8”BENT 4 LEFT
Ahead distance22'-0”
Station19+18.35℄ BRG.

Labels

B.F.P.R.SR 21 WB = PGLSTA. 19+18.35℄ BRG.AHEADPLAN(BENT 4 LEFT)

Notes

  • SEE DETAIL 3 BRIDGE SHEET 16
  • FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.
  • SEE DETAIL 4 BRIDGE SHEET 16

openai/gpt-5.6-terra-pro · 24820 tokens · 42.0s

crop · 3064 × 1289

p17_r02 plan of beam spacing and dowels at bent 4 right

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r02_plan_of_beam_spacing_and_dowels_at_bent_4_right
Original
p17_r02 plan of beam spacing and dowels at bent 4 right
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 4 RIGHT",
      "shape": "rectangular plan element with widened end areas",
      "material": "",
      "count": 1,
      "note": "Only the bent plan arrangement is shown."
    },
    {
      "name": "Beams",
      "tag": "℄ BEAM 7–℄ BEAM 12",
      "shape": "centerlines shown",
      "material": "",
      "count": 6,
      "note": "Beam centerlines are labeled for Beams 7 through 12."
    },
    {
      "name": "Formed dowel holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Callout specifies holes for smooth dowels, typical."
    },
    {
      "name": "Smooth dowels",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Specified in the formed-hole callout."
    }
  ],
  "measurements": [
    {
      "label": "Distance to ahead reference",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Station",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "℄ BRG."
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Skew angle, typical",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bent end dimension",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "End offset, left",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Beam centerline spacing (5 occurrences)",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "BEAM 7–BEAM 12"
    },
    {
      "label": "End offset, right",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Distance, left",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Beam spacing (4 occurrences)",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 8–BEAM 11"
    },
    {
      "label": "Distance, right",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Overall bent dimension",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Typical dimension",
      "value": "2 3/4\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R."
    },
    {
      "label": "Vertical dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "B.F.P.R."
    },
    {
      "label": "Vertical dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R."
    },
    {
      "label": "Right end vertical dimension",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Formed hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Formed dowel holes"
    },
    {
      "label": "Formed hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Formed dowel holes"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "Smooth dowels"
    }
  ],
  "notes": [
    "END BRIDGE B.F.P.R. BENT 4 STA. 19+15.00",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 4 BRIDGE SHEET 16",
    "SEE DETAIL 3 BRIDGE SHEET 16"
  ],
  "labels": [
    "SR 21",
    "AHEAD",
    "SR 21 EB = PGL",
    "STA. 19+11.65 ℄ BRG.",
    "B.F.P.R.",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PLAN",
    "(BENT 4 RIGHT)",
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is a plan view titled \"PLAN (BENT 4 RIGHT).\" It shows the Bent 4 right arrangement relative to SR 21 EB/PGL, with centerlines identified for Beams 7 through 12 and a typical formed-hole/smooth-dowel callout."
}

p17_r02 plan of beam spacing and dowels at bent 4 right

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r02_plan_of_beam_spacing_and_dowels_at_bent_4_right

Plan4 objects · 21 measurements · 4 notes · 16 labels

This crop is a plan view titled "PLAN (BENT 4 RIGHT)." It shows the Bent 4 right arrangement relative to SR 21 EB/PGL, with centerlines identified for Beams 7 through 12 and a typical formed-hole/smooth-dowel callout.

Objects · 4

MarkObjectNo.ShapeNote
BENT 4 RIGHTBent1rectangular plan element with widened end areasOnly the bent plan arrangement is shown.
℄ BEAM 7–℄ BEAM 12Beams6centerlines shownBeam centerlines are labeled for Beams 7 through 12.
Formed dowel holescircularCallout specifies holes for smooth dowels, typical.
Smooth dowelscylindricalSpecified in the formed-hole callout.

Measurements · 21

MeasurementValueApplies to
Distance to ahead reference22'-0"
Station19+15.00BENT 4
Station19+11.65℄ BRG.
Skew angle81°-20'-05.0"BENT 4
Skew angle, typical81°-20'-05.0"
Bent end dimension5'-4 3/4"BENT 4 RIGHT
End offset, left3'-0 7/8"BENT 4 RIGHT
Beam centerline spacing (5 occurrences)7'-7/16"BEAM 7–BEAM 12
End offset, right3'-0 7/8"BENT 4 RIGHT
Distance, left6'-10 1/2"BENT 4 RIGHT
Beam spacing (4 occurrences)7'-7"BEAM 8–BEAM 11
Distance, right6'-10 9/16"BENT 4 RIGHT
Overall bent dimension44'-1 1/16"BENT 4 RIGHT
Typical dimension2 3/4"
Horizontal dimension1'-6"B.F.P.R.
Vertical dimension3'-0"B.F.P.R.
Vertical dimension1'-6"B.F.P.R.
Right end vertical dimension3'-0 7/16"BENT 4 RIGHT
Formed hole diameter3"Formed dowel holes
Formed hole depth12"Formed dowel holes
Smooth dowel diameter1 1/2"Smooth dowels

Labels

SR 21AHEADSR 21 EB = PGLSTA. 19+11.65 ℄ BRG.B.F.P.R.℄ BEAM 7℄ BEAM 8℄ BEAM 9℄ BEAM 10℄ BEAM 11℄ BEAM 12PLAN(BENT 4 RIGHT)GDOTP.I. NO.0019181

Notes

  • END BRIDGE B.F.P.R. BENT 4 STA. 19+15.00
  • FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.
  • SEE DETAIL 4 BRIDGE SHEET 16
  • SEE DETAIL 3 BRIDGE SHEET 16

openai/gpt-5.6-terra-pro · 27402 tokens · 49.1s

crop · 2571 × 1109

p17_r03 plan view of end bent 4 left beam layout

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r03_plan_view_of_end_bent_4_left_beam_layout
Original
p17_r03 plan view of end bent 4 left beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 4 LEFT",
      "shape": "long rectangular",
      "material": "",
      "count": 1,
      "note": "Plan shows the cap at six beam centerline locations."
    },
    {
      "name": "formed dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Callout indicates smooth dowels; typical."
    },
    {
      "name": "bridge beam",
      "tag": "BEAM 1–BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by centerline references only."
    }
  ],
  "measurements": [
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Distance ahead",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Cap half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Cap half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Typical dimension",
      "value": "2 3/4\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Left end dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Right end dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Left overall segment",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Right overall segment",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Left end width dimension",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Right end width dimension",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "SEE DETAIL 4 BRIDGE SHEET 16"
  ],
  "labels": [
    "B.F.P.R.",
    "SR 21 WB = PGL",
    "STA. 19+18.35",
    "℄ BRG.",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "AHEAD",
    "PLAN"
  ],
  "description": "This crop is a plan view titled PLAN (BENT 4 LEFT), showing a long rectangular bent cap aligned at an angle to SR 21 WB = PGL. Six beam centerlines are referenced along the cap, with four typical formed holes for smooth dowels and detail references at both ends."
}

p17_r03 plan view of end bent 4 left beam layout

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r03_plan_view_of_end_bent_4_left_beam_layout

Plan3 objects · 27 measurements · 3 notes · 12 labels

This crop is a plan view titled PLAN (BENT 4 LEFT), showing a long rectangular bent cap aligned at an angle to SR 21 WB = PGL. Six beam centerlines are referenced along the cap, with four typical formed holes for smooth dowels and detail references at both ends.

Objects · 3

MarkObjectNo.ShapeNote
BENT 4 LEFTbent cap1long rectangularPlan shows the cap at six beam centerline locations.
formed dowel hole4circularCallout indicates smooth dowels; typical.
BEAM 1–BEAM 6bridge beam6Shown by centerline references only.

Measurements · 27

MeasurementValueApplies to
Dowel hole diameter3"formed dowel hole
Dowel hole depth12"formed dowel hole
Smooth dowel diameter1 1/2"formed dowel hole
Angle81°-20'-05.0"BENT 4 LEFT
Angle81°-20'-05.0"BENT 4 LEFT
Distance ahead22'-0"
Cap half-width1'-6"BENT 4 LEFT
Cap half-width1'-6"BENT 4 LEFT
Cap width3'-0"BENT 4 LEFT
Typical dimension2 3/4"BENT 4 LEFT
Dimension2'-9 3/8"BENT 4 LEFT
Left end dimension3'-0 7/8"BENT 4 LEFT
Beam centerline spacing7'-7 1/16"BEAM 1–BEAM 6
Beam centerline spacing7'-7 1/16"BEAM 1–BEAM 6
Beam centerline spacing7'-7 1/16"BEAM 1–BEAM 6
Beam centerline spacing7'-7 1/16"BEAM 1–BEAM 6
Beam centerline spacing7'-7 1/16"BEAM 1–BEAM 6
Right end dimension3'-0 7/8"BENT 4 LEFT
Left overall segment6'-10 1/2"BENT 4 LEFT
Beam spacing7'-7"BEAM 1–BEAM 6
Beam spacing7'-7"BEAM 1–BEAM 6
Beam spacing7'-7"BEAM 1–BEAM 6
Beam spacing7'-7"BEAM 1–BEAM 6
Right overall segment6'-10 9/16"BENT 4 LEFT
Overall length44'-1 1/16"BENT 4 LEFT
Left end width dimension3'-0 7/16"BENT 4 LEFT
Right end width dimension5'-4 3/4"BENT 4 LEFT

Labels

B.F.P.R.SR 21 WB = PGLSTA. 19+18.35℄ BRG.℄ BEAM 1℄ BEAM 2℄ BEAM 3℄ BEAM 4℄ BEAM 5℄ BEAM 6AHEADPLAN

Notes

  • FORM 3" DIA. X 12" DEEP HOLE FOR 1 1/2" DIA. SMOOTH DOWEL, TYP.
  • SEE DETAIL 3 BRIDGE SHEET 16
  • SEE DETAIL 4 BRIDGE SHEET 16

openai/gpt-5.6-terra-pro · 30364 tokens · 46.8s

crop · 2667 × 1135

p17_r04 elevation bent 4 left looking ahead

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r04_elevation_bent_4_left_looking_ahead
Original
p17_r04 elevation bent 4 left looking ahead
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long stepped rectangular member",
      "material": "",
      "count": 1,
      "note": "Shown in elevation across Bent 4."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Vertical piles/supports are shown beneath the bent cap; dashed portions extend below the crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "440",
      "shape": "vertical straight bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out as 4-440 OVER EACH PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "442",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "445A",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "445B",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "445C",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "441",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out at equal spaces; 7-441 at equal spaces typical each bay."
    },
    {
      "name": "reinforcement bar",
      "tag": "1040",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "elevation",
      "value": "188.39",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "188.45",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "185.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.49",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.66",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.82",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "189.36",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "elevation",
      "value": "189.44",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "elevation",
      "value": "182.96",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "183.96",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-440",
      "unit": "",
      "appliesTo": "each pile"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-442",
      "unit": "",
      "appliesTo": "reinforcement bar 442"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-1040",
      "unit": "",
      "appliesTo": "reinforcement bar 1040"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445A",
      "unit": "",
      "appliesTo": "reinforcement bar 445A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445B",
      "unit": "",
      "appliesTo": "reinforcement bar 445B"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445C",
      "unit": "",
      "appliesTo": "reinforcement bar 445C"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-441",
      "unit": "",
      "appliesTo": "reinforcement bar 441"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-441",
      "unit": "",
      "appliesTo": "reinforcement bar 441"
    },
    {
      "label": "spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "left end reinforcement"
    },
    {
      "label": "spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "reinforcement, TYP."
    },
    {
      "label": "spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "reinforcement, TYP."
    },
    {
      "label": "spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "right end reinforcement"
    },
    {
      "label": "dimension",
      "value": "2′-10⅛″",
      "unit": "",
      "appliesTo": "left end to first pile centerline"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "dimension",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "last pile centerline to right end"
    },
    {
      "label": "overall dimension",
      "value": "44′-1 1/16″",
      "unit": "",
      "appliesTo": "bent cap"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "2-445A, TYP.",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY"
  ],
  "labels": [
    "ELEVATION",
    "(BENT 4 LEFT LOOKING AHEAD)",
    "A",
    "B"
  ],
  "description": "This crop is an elevation of Bent 4, viewed left looking ahead. It shows a stepped bent cap supported by six rectangular piles, with elevation callouts, pile spacing dimensions, and reinforcing-bar callouts."
}

p17_r04 elevation bent 4 left looking ahead

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r04_elevation_bent_4_left_looking_ahead

Elevation9 objects · 32 measurements · 4 notes · 4 labels

This crop is an elevation of Bent 4, viewed left looking ahead. It shows a stepped bent cap supported by six rectangular piles, with elevation callouts, pile spacing dimensions, and reinforcing-bar callouts.

Objects · 9

MarkObjectNo.ShapeMaterialNote
bent cap1long stepped rectangular memberShown in elevation across Bent 4.
pile6rectangularVertical piles/supports are shown beneath the bent cap; dashed portions extend below the crop.
440reinforcement barvertical straight barreinforcing steelCalled out as 4-440 OVER EACH PILE.
442reinforcement bar2straight barreinforcing steel
445Areinforcement bar2straight barreinforcing steelTYP.
445Breinforcement bar2straight barreinforcing steel
445Creinforcement bar2straight barreinforcing steel
441reinforcement barstraight barreinforcing steelCalled out at equal spaces; 7-441 at equal spaces typical each bay.
1040reinforcement bar4straight barreinforcing steel

Measurements · 32

MeasurementValueApplies to
elevation188.39left end of bent cap
elevation188.45left end of bent cap
elevation185.12bent cap
elevation185.32bent cap
elevation185.49bent cap
elevation185.66bent cap
elevation185.82bent cap
elevation185.96bent cap
elevation189.36right end of bent cap
elevation189.44right end of bent cap
elevation182.96left end of bent cap
elevation183.96right end of bent cap
reinforcement quantity4-440each pile
reinforcement quantity2-442reinforcement bar 442
reinforcement quantity4-1040reinforcement bar 1040
reinforcement quantity2-445Areinforcement bar 445A
reinforcement quantity2-445Breinforcement bar 445B
reinforcement quantity2-445Creinforcement bar 445C
reinforcement quantity4-441reinforcement bar 441
reinforcement quantity7-441reinforcement bar 441
spacing10″left end reinforcement
spacing10″reinforcement, TYP.
spacing10″reinforcement, TYP.
spacing10″right end reinforcement
dimension2′-10⅛″left end to first pile centerline
pile spacing7′-7 1/16″between piles
pile spacing7′-7 1/16″between piles
pile spacing7′-7 1/16″between piles
pile spacing7′-7 1/16″between piles
pile spacing7′-7 1/16″between piles
dimension3′-3⅝″last pile centerline to right end
overall dimension44′-1 1/16″bent cap

Labels

ELEVATION(BENT 4 LEFT LOOKING AHEAD)AB

Notes

  • 4-440 OVER EACH PILE
  • 2-445A, TYP.
  • 4-441 AT EQ. SPACES
  • 7-441 AT EQ. SPS. TYP. EA. BAY

openai/gpt-5.6-terra-pro · 24529 tokens · 32.9s

crop · 2662 × 1184

p17_r05 elevation bent 4 right looking ahead

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r05_elevation_bent_4_right_looking_ahead
Original
p17_r05 elevation bent 4 right looking ahead
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular member with sloping top and bottom edges",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown spanning across six visible pile locations."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular in elevation",
      "material": "",
      "count": 6,
      "note": "Vertical piles are shown below the bent cap."
    },
    {
      "name": "vertical end member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One member is shown at each end of the bent cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "440",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "4-440 OVER EACH PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "442",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-442."
    },
    {
      "name": "reinforcement bar",
      "tag": "1040",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 4,
      "note": "4-1040."
    },
    {
      "name": "reinforcement bar",
      "tag": "441",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "4-441 AT EQ. SPACES at each end; 7-441 AT EQ. SPS. TYP. EA. BAY."
    },
    {
      "name": "reinforcement bar",
      "tag": "445A",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-445A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "445B",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-445B."
    },
    {
      "name": "reinforcement bar",
      "tag": "445C",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-445C."
    }
  ],
  "measurements": [
    {
      "label": "elevation",
      "value": "EL. 189.42",
      "unit": "",
      "appliesTo": "left vertical end member"
    },
    {
      "label": "elevation",
      "value": "EL. 189.50",
      "unit": "",
      "appliesTo": "left vertical end member"
    },
    {
      "label": "elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.67",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.53",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.37",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 184.04",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 183.25",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 188.67",
      "unit": "",
      "appliesTo": "right vertical end member"
    },
    {
      "label": "elevation",
      "value": "EL. 188.71",
      "unit": "",
      "appliesTo": "right vertical end member"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-440 OVER EACH PILE",
      "unit": "",
      "appliesTo": "440"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-442",
      "unit": "",
      "appliesTo": "442"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-1040",
      "unit": "",
      "appliesTo": "1040"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-441 AT EQ. SPS. TYP. EA. BAY",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445A, TYP.",
      "unit": "",
      "appliesTo": "445A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445B",
      "unit": "",
      "appliesTo": "445B"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445C",
      "unit": "",
      "appliesTo": "445C"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "4-441 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "4-441 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile/bent cap reinforcement"
    },
    {
      "label": "spacing",
      "value": "10\", TYP.",
      "unit": "",
      "appliesTo": "pile/bent cap reinforcement"
    },
    {
      "label": "spacing",
      "value": "10\", TYP.",
      "unit": "",
      "appliesTo": "pile/bent cap reinforcement"
    },
    {
      "label": "dimension",
      "value": "2'-10 1/8\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "overall dimension",
      "value": "44'-11 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right"
    }
  ],
  "notes": [],
  "labels": [
    "(BENT 4 RIGHT)",
    "A",
    "B",
    "ELEVATION",
    "(BENT 4 RIGHT LOOKING AHEAD)"
  ],
  "description": "This crop shows the elevation for Bent 4 Right looking ahead. It documents the sloping bent cap supported on six visible piles, its end members, reinforcement callouts, elevations, and the transverse dimension chain."
}

p17_r05 elevation bent 4 right looking ahead

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r05_elevation_bent_4_right_looking_ahead

Elevation10 objects · 32 measurements · 5 labels

This crop shows the elevation for Bent 4 Right looking ahead. It documents the sloping bent cap supported on six visible piles, its end members, reinforcement callouts, elevations, and the transverse dimension chain.

Objects · 10

MarkObjectNo.ShapeMaterialNote
bent cap1long rectangular member with sloping top and bottom edgesreinforced concreteShown spanning across six visible pile locations.
pile6rectangular in elevationVertical piles are shown below the bent cap.
vertical end member2rectangularOne member is shown at each end of the bent cap.
440reinforcement barstraightreinforcing steel4-440 OVER EACH PILE.
442reinforcement bar2straightreinforcing steel2-442.
1040reinforcement bar4straightreinforcing steel4-1040.
441reinforcement barstraightreinforcing steel4-441 AT EQ. SPACES at each end; 7-441 AT EQ. SPS. TYP. EA. BAY.
445Areinforcement bar2straightreinforcing steel2-445A, TYP.
445Breinforcement bar2straightreinforcing steel2-445B.
445Creinforcement bar2straightreinforcing steel2-445C.

Measurements · 32

MeasurementValueApplies to
elevationEL. 189.42left vertical end member
elevationEL. 189.50left vertical end member
elevationEL. 186.04bent cap
elevationEL. 185.93bent cap
elevationEL. 185.80bent cap
elevationEL. 185.67bent cap
elevationEL. 185.53bent cap
elevationEL. 185.37bent cap
elevationEL. 184.04left end of bent cap
elevationEL. 183.25right end of bent cap
elevationEL. 188.67right vertical end member
elevationEL. 188.71right vertical end member
reinforcement quantity4-440 OVER EACH PILE440
reinforcement quantity2-442442
reinforcement quantity4-10401040
reinforcement quantity7-441 AT EQ. SPS. TYP. EA. BAY441
reinforcement quantity2-445A, TYP.445A
reinforcement quantity2-445B445B
reinforcement quantity2-445C445C
reinforcement quantity and spacing4-441 AT EQ. SPACES441
reinforcement quantity and spacing4-441 AT EQ. SPACES441
spacing10"pile/bent cap reinforcement
spacing10", TYP.pile/bent cap reinforcement
spacing10", TYP.pile/bent cap reinforcement
dimension2'-10 1/8"Bent 4 Right dimension chain
dimension7'-7 1/16"Bent 4 Right dimension chain
dimension7'-7 1/16"Bent 4 Right dimension chain
dimension7'-7 1/16"Bent 4 Right dimension chain
dimension7'-7 1/16"Bent 4 Right dimension chain
dimension7'-7 1/16"Bent 4 Right dimension chain
dimension3'-3 5/8"Bent 4 Right dimension chain
overall dimension44'-11 1/16"Bent 4 Right

Labels

(BENT 4 RIGHT)ABELEVATION(BENT 4 RIGHT LOOKING AHEAD)

openai/gpt-5.6-terra-pro · 30828 tokens · 53.3s

crop · 2552 × 938

p17_r06 elevation of bent 4 right cap piles and piers

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r06_elevation_of_bent_4_right_cap_piles_and_piers
Original
p17_r06 elevation of bent 4 right cap piles and piers
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long horizontal rectangular member with stepped/sloping top profile",
      "material": "",
      "count": 1,
      "note": "Shown spanning between the two end upstanding members."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "narrow rectangular profile with dashed continuation below cap",
      "material": "",
      "count": 6,
      "note": "Six pile locations are visibly shown beneath the bent cap; callout states 4-440 OVER EACH PILE."
    },
    {
      "name": "vertical end member",
      "tag": "",
      "shape": "tall rectangular",
      "material": "",
      "count": 2,
      "note": "Unlabeled upstanding members at the left and right ends of the elevation."
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-440",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 4,
      "note": "OVER EACH PILE."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-442",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-1040",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-445A",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 2,
      "note": "TYP."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-445B",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-445C",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "7-441",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 7,
      "note": "AT EQ. SPS. TYP. EA. BAY."
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-441",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 4,
      "note": "AT EQ. SPACES."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 189.42",
      "unit": "",
      "appliesTo": "left end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.50",
      "unit": "",
      "appliesTo": "left end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.67",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.53",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.37",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.04",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.25",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.67",
      "unit": "",
      "appliesTo": "right end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.71",
      "unit": "",
      "appliesTo": "right end vertical member"
    },
    {
      "label": "left end spacing",
      "value": "2'-10 1/8\"",
      "unit": "",
      "appliesTo": "between left end reference line and first pile line"
    },
    {
      "label": "typical pile spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "right end spacing",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "between last pile line and right end reference line"
    },
    {
      "label": "overall length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "typical dimension",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile/end spacing locations"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "2-445A, TYP.",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "4-441 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 4 RIGHT LOOKING AHEAD)"
  ],
  "description": "This crop is an elevation titled ELEVATION (BENT 4 RIGHT LOOKING AHEAD). It shows a single bent cap supported at six visible pile locations, with two unlabeled upstanding end members and reinforcing-bar callouts. Section indicators A and B are shown along the elevation."
}

p17_r06 elevation of bent 4 right cap piles and piers

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r06_elevation_of_bent_4_right_cap_piles_and_piers

Elevation11 objects · 17 measurements · 4 notes · 4 labels

This crop is an elevation titled ELEVATION (BENT 4 RIGHT LOOKING AHEAD). It shows a single bent cap supported at six visible pile locations, with two unlabeled upstanding end members and reinforcing-bar callouts. Section indicators A and B are shown along the elevation.

Objects · 11

MarkObjectNo.ShapeMaterialNote
bent cap1long horizontal rectangular member with stepped/sloping top profileShown spanning between the two end upstanding members.
pile6narrow rectangular profile with dashed continuation below capSix pile locations are visibly shown beneath the bent cap; callout states 4-440 OVER EACH PILE.
vertical end member2tall rectangularUnlabeled upstanding members at the left and right ends of the elevation.
4-440reinforcement bar group4not fully shownreinforcing steelOVER EACH PILE.
2-442reinforcement bar group2not fully shownreinforcing steel
4-1040reinforcement bar group4not fully shownreinforcing steel
2-445Areinforcement bar group2not fully shownreinforcing steelTYP.
2-445Breinforcement bar group2not fully shownreinforcing steel
2-445Creinforcement bar group2not fully shownreinforcing steel
7-441reinforcement bar group7not fully shownreinforcing steelAT EQ. SPS. TYP. EA. BAY.
4-441reinforcement bar group4not fully shownreinforcing steelAT EQ. SPACES.

Measurements · 17

MeasurementValueApplies to
ElevationEL. 189.42left end vertical member
ElevationEL. 189.50left end vertical member
ElevationEL. 186.04bent cap
ElevationEL. 185.93bent cap
ElevationEL. 185.80bent cap
ElevationEL. 185.67bent cap
ElevationEL. 185.53bent cap
ElevationEL. 185.37bent cap
ElevationEL. 184.04left end of bent cap
ElevationEL. 183.25right end of bent cap
ElevationEL. 188.67right end vertical member
ElevationEL. 188.71right end vertical member
left end spacing2'-10 1/8"between left end reference line and first pile line
typical pile spacing7'-7 1/16"pile locations
right end spacing3'-3 5/8"between last pile line and right end reference line
overall length44'-1 1/16"bent cap
typical dimension10"pile/end spacing locations

Labels

ABELEVATION(BENT 4 RIGHT LOOKING AHEAD)

Notes

  • 4-440 OVER EACH PILE
  • 2-445A, TYP.
  • 7-441 AT EQ. SPS. TYP. EA. BAY
  • 4-441 AT EQ. SPACES

openai/gpt-5.6-terra-pro · 27620 tokens · 38.5s

crop · 2550 × 961

p17_r07 elevation of bent 4 left cap piles and piers

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r07_elevation_of_bent_4_left_cap_piles_and_piers
Original
p17_r07 elevation of bent 4 left cap piles and piers
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular member with stepped/sloping top profile",
      "material": "",
      "count": 1,
      "note": "Shown in elevation for Bent 4."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six vertical pile locations are visible beneath the bent cap; pile continuations are dashed below the cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-440",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout states “OVER EACH PILE.”"
    },
    {
      "name": "reinforcement bar",
      "tag": "4-441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callouts state “AT EQ. SPACES” at both ends."
    },
    {
      "name": "reinforcement bar",
      "tag": "7-441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout states “AT EQ. SPS. TYP. EA. BAY.”"
    },
    {
      "name": "reinforcement bar",
      "tag": "2-442",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-1040",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Marked TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445B",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445C",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.49",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.66",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.82",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.36",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 189.44",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 182.96",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 183.96",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "4-440"
    },
    {
      "label": "bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "4-441"
    },
    {
      "label": "bar quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "7-441"
    },
    {
      "label": "bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "2-442"
    },
    {
      "label": "bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "4-1040"
    },
    {
      "label": "bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "2-445A"
    },
    {
      "label": "bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "2-445B"
    },
    {
      "label": "bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "2-445C"
    },
    {
      "label": "spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "length",
      "value": "2’-10 1/8”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "length",
      "value": "3’-3 5/8”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "overall length",
      "value": "44’-1 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "2-445A, TYP."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 4 LEFT LOOKING AHEAD)"
  ],
  "description": "This crop is an elevation view of Bent 4, looking ahead. It shows a long bent cap supported at six visible pile locations, with elevations, pile/bay spacing, overall cap length, and reinforcing-bar callouts."
}

p17_r07 elevation of bent 4 left cap piles and piers

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r07_elevation_of_bent_4_left_cap_piles_and_piers

Elevation10 objects · 30 measurements · 4 notes · 4 labels

This crop is an elevation view of Bent 4, looking ahead. It shows a long bent cap supported at six visible pile locations, with elevations, pile/bay spacing, overall cap length, and reinforcing-bar callouts.

Objects · 10

MarkObjectNo.ShapeNote
bent cap1long rectangular member with stepped/sloping top profileShown in elevation for Bent 4.
pile6rectangularSix vertical pile locations are visible beneath the bent cap; pile continuations are dashed below the cap.
4-440reinforcement barCallout states “OVER EACH PILE.”
4-441reinforcement barCallouts state “AT EQ. SPACES” at both ends.
7-441reinforcement barCallout states “AT EQ. SPS. TYP. EA. BAY.”
2-442reinforcement bar
4-1040reinforcement bar
2-445Areinforcement barMarked TYP.
2-445Breinforcement bar
2-445Creinforcement bar

Measurements · 30

MeasurementValueApplies to
ElevationEL. 188.39
ElevationEL. 188.45
ElevationEL. 185.12bent cap
ElevationEL. 185.32bent cap
ElevationEL. 185.49bent cap
ElevationEL. 185.66bent cap
ElevationEL. 185.82bent cap
ElevationEL. 185.96bent cap
ElevationEL. 189.36
ElevationEL. 189.44
ElevationEL. 182.96
ElevationEL. 183.96
bar quantity44-440
bar quantity44-441
bar quantity77-441
bar quantity22-442
bar quantity44-1040
bar quantity22-445A
bar quantity22-445B
bar quantity22-445C
spacing10”pile locations
spacing10”pile locations
length2’-10 1/8”bent cap
bay length7’-7 1/16”bent cap
bay length7’-7 1/16”bent cap
bay length7’-7 1/16”bent cap
bay length7’-7 1/16”bent cap
bay length7’-7 1/16”bent cap
length3’-3 5/8”bent cap
overall length44’-1 1/16”bent cap

Labels

ABELEVATION(BENT 4 LEFT LOOKING AHEAD)

Notes

  • 4-440 OVER EACH PILE
  • 4-441 AT EQ. SPACES
  • 7-441 AT EQ. SPS. TYP. EA. BAY
  • 2-445A, TYP.

openai/gpt-5.6-terra-pro · 27908 tokens · 44.4s

crop · 1442 × 602

p17_r08 notes of general notes

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r08_notes_of_general_notes
Original
p17_r08 notes of general notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcement",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in Note 1."
    },
    {
      "name": "end bents",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in Note 2; drainage details are referenced."
    }
  ],
  "measurements": [
    {
      "label": "clearance on all reinforcement",
      "value": "2″",
      "unit": "",
      "appliesTo": "reinforcement"
    }
  ],
  "notes": [
    "1. MAINTAIN 2″ CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "2. SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a notes block from a structural drawing. It specifies reinforcement clearance and directs the reader to GA. STD. 9037 for drainage details at end bents."
}

p17_r08 notes of general notes

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r08_notes_of_general_notes

Notes2 objects · 1 measurement · 2 notes · 1 label

This crop is a notes block from a structural drawing. It specifies reinforcement clearance and directs the reader to GA. STD. 9037 for drainage details at end bents.

Objects · 2

ObjectNote
reinforcementReferenced in Note 1.
end bentsReferenced in Note 2; drainage details are referenced.

Measurements · 1

MeasurementValueApplies to
clearance on all reinforcement2″reinforcement

Labels

NOTES:

Notes

  • 1. MAINTAIN 2″ CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.
  • 2. SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS.

openai/gpt-5.6-terra-pro · 9956 tokens · 9.4s

crop · 2453 × 1234

p17_r09 section through end bent cap wall and coping

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r09_section_through_end_bent_cap_wall_and_coping
Original
p17_r09 section through end bent cap wall and coping
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "CAP",
      "shape": "rectangular with rounded corners",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "structural steel",
      "count": 2,
      "note": "Piles extend below the cap; lower portions are shown with break symbols."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall with haunched connection to cap",
      "material": "",
      "count": 1,
      "note": "Callout identifies the front face of wall."
    },
    {
      "name": "coping",
      "tag": "COPING",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "minimum distance from B.F.P.R. to wall/front reference",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum cap depth",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    },
    {
      "label": "factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation at Bent 4L",
      "value": "122",
      "unit": "",
      "appliesTo": "BENT 4L"
    },
    {
      "label": "minimum tip elevation at Bent 4R",
      "value": "144",
      "unit": "",
      "appliesTo": "BENT 4R"
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 RT."
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "B.F.P.R.",
    "FRONT FACE OF WALL",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL"
  ],
  "description": "This crop shows a section at an end bent and wall, including a cap supported on two steel H-piles and a wall with coping. It also includes pile driving criteria and a substructure quantity table for Bent 4 left and Bent 4 right."
}

p17_r09 section through end bent cap wall and coping

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r09_section_through_end_bent_cap_wall_and_coping

Section4 objects · 12 measurements · 3 notes · 11 labels

This crop shows a section at an end bent and wall, including a cap supported on two steel H-piles and a wall with coping. It also includes pile driving criteria and a substructure quantity table for Bent 4 left and Bent 4 right.

Objects · 4

MarkObjectNo.ShapeMaterialNote
CAPcap1rectangular with rounded corners
HP 12 X 53steel H-pile2H-sectionstructural steelPiles extend below the cap; lower portions are shown with break symbols.
wall1rectangular vertical wall with haunched connection to capCallout identifies the front face of wall.
COPINGcoping1rectangular

Measurements · 12

MeasurementValueUnitApplies to
minimum distance from B.F.P.R. to wall/front reference6'-0" MIN.
cap width3'-0"CAP
minimum cap depth2'-0" MIN.CAP
scale3/4" = 1'-0"SECTION AT END BENT AND WALL
factored axial load212KIPSpiles
pile driving resistance326KIPSpiles
minimum tip elevation at Bent 4L122BENT 4L
minimum tip elevation at Bent 4R144BENT 4R
CY CLASS AA CONCRETE12.0CYBENT 4 LT.
CY CLASS AA CONCRETE12.0CYBENT 4 RT.
LB BAR REINF STEEL1434LBBENT 4 LT.
LB BAR REINF STEEL1434LBBENT 4 RT.

Labels

B.F.P.R.FRONT FACE OF WALLSECTION AT END BENT AND WALLSCALE: 3/4" = 1'-0"PLAN DRIVING OBJECTIVESUBSTRUCTURE QUANTITIESITEMBENT 4 LT.BENT 4 RT.CY CLASS AA CONCRETELB BAR REINF STEEL

Notes

  • PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.
  • ALL PILES SHALL BE STEEL H, HP 12 X 53.
  • ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED.

openai/gpt-5.6-terra-pro · 22492 tokens · 27.1s

crop · 2132 × 1082

p17_r10 cross section of cap wall coping and piles

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r10_cross_section_of_cap_wall_coping_and_piles
Original
p17_r10 cross section of cap wall coping and piles
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with rounded lower corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP; shown at end bent."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 x 53",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Piles are shown beneath the cap; drawing note states all piles shall be steel H, HP 12 x 53."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall with stepped/sloped transition to cap",
      "material": "",
      "count": 1,
      "note": "Front face of wall is called out."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at top of wall."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "section at end bent and wall"
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "steel H-piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "all piles"
    },
    {
      "label": "minimum tip elevation at Bent 4L",
      "value": "122",
      "unit": "",
      "appliesTo": "Bent 4L piles"
    },
    {
      "label": "minimum tip elevation at Bent 4R",
      "value": "144",
      "unit": "",
      "appliesTo": "Bent 4R piles"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4"
  ],
  "description": "This crop shows a section at an end bent and adjacent wall, including the cap, supporting steel H-piles, wall face, and coping. It also includes pile design and driving-objective notes and the upper portion of a substructure quantities table."
}

p17_r10 cross section of cap wall coping and piles

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r10_cross_section_of_cap_wall_coping_and_piles

Section4 objects · 8 measurements · 3 notes · 7 labels

This crop shows a section at an end bent and adjacent wall, including the cap, supporting steel H-piles, wall face, and coping. It also includes pile design and driving-objective notes and the upper portion of a substructure quantities table.

Objects · 4

MarkObjectNo.ShapeMaterialNote
cap1rectangular with rounded lower cornersLabeled CAP; shown at end bent.
HP 12 x 53steel H-pileH-sectionsteelPiles are shown beneath the cap; drawing note states all piles shall be steel H, HP 12 x 53.
wall1rectangular vertical wall with stepped/sloped transition to capFront face of wall is called out.
coping1rectangularShown at top of wall.

Measurements · 8

MeasurementValueUnitApplies to
minimum horizontal dimension6'-0" MIN.section at end bent and wall
horizontal dimension3'-0"cap
maximum factored axial load212KIPSpiles
pile designationHP 12 X 53steel H-piles
driving resistance326KIPSall piles
minimum tip elevation at Bent 4L122Bent 4L piles
minimum tip elevation at Bent 4R144Bent 4R piles
scale3/4" = 1'-0"SECTION AT END BENT AND WALL

Labels

PLAN DRIVING OBJECTIVESECTION AT END BENT AND WALLSCALE: 3/4" = 1'-0"SUBSTRUCTURE QUANTITIESITEMBENT 4 LT.BENT 4

Notes

  • PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.
  • ALL PILES SHALL BE STEEL H, HP 12 X 53.
  • ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED.

openai/gpt-5.6-terra-pro · 20721 tokens · 37.0s

crop · 1004 × 897

p17_r11 section a a

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r11_section_a_a
Original
p17_r11 section a a
{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete member",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned member shown with reinforcement and a central vertical rectangular element extending below the section."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-442",
      "shape": "circular in section",
      "material": "",
      "count": 2,
      "note": "Two bars shown near the top of the member."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-I040",
      "shape": "circular in section",
      "material": "",
      "count": 4,
      "note": "Four bars shown at the upper and lower corners of the member."
    },
    {
      "name": "reinforcement tie/stirrup",
      "tag": "",
      "shape": "bent rectangular",
      "material": "",
      "count": null,
      "note": "Interior bent reinforcing linework is shown; no designation is legible."
    },
    {
      "name": "vertical rectangular element",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a partial vertical element below the concrete member is visible."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "440",
    "441",
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows SECTION A-A through a 3'-0\" wide reinforced concrete member with longitudinal reinforcing bars and interior bent reinforcing linework. A central vertical rectangular element projects below the section, and a partial adjacent item identified as 441 is visible at the right edge."
}

p17_r11 section a a

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r11_section_a_a

Section5 objects · 10 measurements · 3 notes · 4 labels

This crop shows SECTION A-A through a 3'-0" wide reinforced concrete member with longitudinal reinforcing bars and interior bent reinforcing linework. A central vertical rectangular element projects below the section, and a partial adjacent item identified as 441 is visible at the right edge.

Objects · 5

MarkObjectNo.ShapeMaterialNote
reinforced concrete member1rectangular with chamfered cornersreinforced concreteSectioned member shown with reinforcement and a central vertical rectangular element extending below the section.
2-442reinforcement bars2circular in sectionTwo bars shown near the top of the member.
4-I040reinforcement bars4circular in sectionFour bars shown at the upper and lower corners of the member.
reinforcement tie/stirrupbent rectangularInterior bent reinforcing linework is shown; no designation is legible.
vertical rectangular element1rectangularOnly a partial vertical element below the concrete member is visible.

Measurements · 10

MeasurementValueApplies to
overall width3'-0"reinforced concrete member
half width1'-6"reinforced concrete member
half width1'-6"reinforced concrete member
minimum clear cover2"reinforced concrete member
minimum vertical dimension2'-0"reinforced concrete member
typical vertical dimension1'-0"reinforced concrete member
clear cover, 3 sides2"reinforced concrete member
half width1'-6"reinforced concrete member
half width1'-6"reinforced concrete member
scale3/4" = 1'-0"SECTION A-A

Labels

440441SECTION A-ASCALE: 3/4" = 1'-0"

Notes

  • 2" MIN. CL.
  • 1'-0" TYP.
  • 2" CL. 3 SIDES

openai/gpt-5.6-terra-pro · 20013 tokens · 43.8s

crop · 898 × 872

p17_r12 cross section of cap showing rebar cage

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r12_cross_section_of_cap_showing_rebar_cage
Original
p17_r12 cross section of cap showing rebar cage
{
  "view": "Section",
  "objects": [
    {
      "name": "rectangular structural member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Heavy outline; only the sectioned portion is shown."
    },
    {
      "name": "reinforcing bars",
      "tag": "2-442",
      "shape": "circular in section",
      "material": "steel",
      "count": 2,
      "note": "Two bars shown along the upper portion of the section."
    },
    {
      "name": "reinforcing bars",
      "tag": "4-1040",
      "shape": "circular in section",
      "material": "steel",
      "count": 4,
      "note": "Four bars shown at the interior corners."
    },
    {
      "name": "reinforcing bars",
      "tag": "2-445 SERIES",
      "shape": "circular in section with vertical projected legs",
      "material": "steel",
      "count": 2,
      "note": "Two lower bars are shown extending below the section."
    },
    {
      "name": "reinforcing tie",
      "tag": "44I",
      "shape": "rectangular with angled ends",
      "material": "steel",
      "count": 1,
      "note": "Tie is shown surrounding the four corner bars."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "rectangular structural member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\" MIN.",
      "unit": "",
      "appliesTo": "rectangular structural member"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "rectangular structural member"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "rectangular structural member"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\" CL. 3 SIDES",
      "unit": "",
      "appliesTo": "rectangular structural member"
    },
    {
      "label": "half-width dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "rectangular structural member"
    },
    {
      "label": "half-width dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "rectangular structural member"
    },
    {
      "label": "drawing scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\"",
    "B.F.P.R. - (partial)"
  ],
  "description": "This crop shows SECTION B-B through a 3'-0\" wide rectangular structural member with reinforcing steel shown in section. The detail includes upper, corner, and lower reinforcing-bar callouts, a reinforcing tie, cover requirements, and minimum depth dimensions."
}

p17_r12 cross section of cap showing rebar cage

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r12_cross_section_of_cap_showing_rebar_cage

Section5 objects · 9 measurements · 3 labels

This crop shows SECTION B-B through a 3'-0" wide rectangular structural member with reinforcing steel shown in section. The detail includes upper, corner, and lower reinforcing-bar callouts, a reinforcing tie, cover requirements, and minimum depth dimensions.

Objects · 5

MarkObjectNo.ShapeMaterialNote
rectangular structural member1rectangularHeavy outline; only the sectioned portion is shown.
2-442reinforcing bars2circular in sectionsteelTwo bars shown along the upper portion of the section.
4-1040reinforcing bars4circular in sectionsteelFour bars shown at the interior corners.
2-445 SERIESreinforcing bars2circular in section with vertical projected legssteelTwo lower bars are shown extending below the section.
44Ireinforcing tie1rectangular with angled endssteelTie is shown surrounding the four corner bars.

Measurements · 9

MeasurementValueApplies to
overall width3'-0"rectangular structural member
minimum clear cover2" MIN.rectangular structural member
typical vertical dimension1'-0"rectangular structural member
minimum vertical dimension2'-0" MIN.rectangular structural member
minimum vertical dimension2'-0" MIN.
clear cover, 3 sides2" CL. 3 SIDESrectangular structural member
half-width dimension1'-6"rectangular structural member
half-width dimension1'-6"rectangular structural member
drawing scale3/4" = 1'-0"SECTION B-B

Labels

SECTION B-BSCALE: 3/4" = 1'-0"B.F.P.R. - (partial)

openai/gpt-5.6-terra-pro · 18494 tokens · 35.7s

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.