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gdot_drawing-83a3db2262b94086918a1e232d2b9607 · 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 crops304 crops · all read · 1336 objects · 4531 measurementsconfigured openai/gpt-5.6-terra-pro · about $1.73 for 304 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 304 crops read.

304crops304read1336objects found4531measurements3,769,924tokens in1,185,838tokens out
Page 1618 crops · 18 read
crop · 421 × 1001

p16_r12 section f f

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r12_section_f_f
Original
p16_r12 section f f
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Rectangular member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Outlined rectangular section; material is not stated in this crop."
    },
    {
      "name": "Reinforcement bars",
      "tag": "443A",
      "shape": "circular bar ends as drawn",
      "material": "",
      "count": 10,
      "note": "5-443A E.A. FACE AT EQ. SPS."
    },
    {
      "name": "Reinforcement bars",
      "tag": "443B",
      "shape": "circular bar ends as drawn",
      "material": "",
      "count": 6,
      "note": "3-443B E.A. FACE AT EQ. SPS."
    },
    {
      "name": "Reinforcement",
      "tag": "540B",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout leaders point to reinforcement near the transition between 443A and 443B bar groups."
    }
  ],
  "measurements": [
    {
      "label": "Section width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Rectangular member"
    },
    {
      "label": "443A reinforcement quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "443A"
    },
    {
      "label": "443B reinforcement quantity",
      "value": "3",
      "unit": "",
      "appliesTo": "443B"
    }
  ],
  "notes": [
    "5-443A E.A. FACE AT EQ. SPS.",
    "3-443B E.A. FACE AT EQ. SPS."
  ],
  "labels": [
    "SECTION F-F"
  ],
  "description": "This crop shows SECTION F-F, a narrow rectangular cross section with two vertical rows of reinforcement bar ends. The section is dimensioned 1'-0\" wide and includes 443A and 443B reinforcement called out at each face at equal spacing, plus a 540B reinforcement callout."
}

p16_r12 section f f

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r12_section_f_f

Cross Section4 objects · 3 measurements · 2 notes · 1 label

This crop shows SECTION F-F, a narrow rectangular cross section with two vertical rows of reinforcement bar ends. The section is dimensioned 1'-0" wide and includes 443A and 443B reinforcement called out at each face at equal spacing, plus a 540B reinforcement callout.

Objects · 4

MarkObjectNo.ShapeNote
Rectangular member1rectangularOutlined rectangular section; material is not stated in this crop.
443AReinforcement bars10circular bar ends as drawn5-443A E.A. FACE AT EQ. SPS.
443BReinforcement bars6circular bar ends as drawn3-443B E.A. FACE AT EQ. SPS.
540BReinforcementCallout leaders point to reinforcement near the transition between 443A and 443B bar groups.

Measurements · 3

MeasurementValueApplies to
Section width1'-0"Rectangular member
443A reinforcement quantity5443A
443B reinforcement quantity3443B

Labels

SECTION F-F

Notes

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

openai/gpt-5.6-terra-pro · 11595 tokens · 19.0s

crop · 944 × 1088

p16_r13 detail 4

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r13_detail_4
Original
p16_r13 detail 4
{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bars",
      "tag": "540A",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": 5,
      "note": "Vertical bar layout indicated in the upper portion of the detail."
    },
    {
      "name": "reinforcement bars",
      "tag": "540B",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": 4,
      "note": "Vertical bar layout indicated in the upper-right portion of the detail."
    },
    {
      "name": "reinforcement bars",
      "tag": "443A",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": 5,
      "note": "Horizontal bar layout indicated along the right side of the detail."
    },
    {
      "name": "reinforcement bars",
      "tag": "443B",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": 3,
      "note": "Horizontal bar layout indicated in the lower-right portion of the detail."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement bar quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "540A"
    },
    {
      "label": "reinforcement bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "540B"
    },
    {
      "label": "reinforcement bar quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "443A"
    },
    {
      "label": "reinforcement bar quantity",
      "value": "3",
      "unit": "",
      "appliesTo": "443B"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 4",
    "F",
    "F"
  ],
  "description": "This crop shows Detail 4, a reinforcement layout within a heavy outlined rectangular area with an internal stepped/re-entrant outline. Reinforcing bars are identified by marks 540A, 540B, 443A, and 443B, and section/detail references F are shown at the bottom."
}

p16_r13 detail 4

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r13_detail_4

Detail4 objects · 5 measurements · 3 labels

This crop shows Detail 4, a reinforcement layout within a heavy outlined rectangular area with an internal stepped/re-entrant outline. Reinforcing bars are identified by marks 540A, 540B, 443A, and 443B, and section/detail references F are shown at the bottom.

Objects · 4

MarkObjectNo.ShapeMaterialNote
540Areinforcement bars5straightreinforcement steelVertical bar layout indicated in the upper portion of the detail.
540Breinforcement bars4straightreinforcement steelVertical bar layout indicated in the upper-right portion of the detail.
443Areinforcement bars5straightreinforcement steelHorizontal bar layout indicated along the right side of the detail.
443Breinforcement bars3straightreinforcement steelHorizontal bar layout indicated in the lower-right portion of the detail.

Measurements · 5

MeasurementValueApplies to
overall horizontal dimension5'-4¾"
reinforcement bar quantity5540A
reinforcement bar quantity4540B
reinforcement bar quantity5443A
reinforcement bar quantity3443B

Labels

DETAIL 4FF

openai/gpt-5.6-terra-pro · 15620 tokens · 33.0s

crop · 1945 × 1191

p16_r14 title block

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r14_title_block
Original
p16_r14 title block
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "3/4” = 1'-0”",
      "unit": "",
      "appliesTo": "Sheet"
    },
    {
      "label": "Print scale check",
      "value": "1 INCH",
      "unit": "",
      "appliesTo": "WHEN PRINTED FULL SIZE"
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "BENT 4",
    "NO SCALE",
    "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",
    "SCALE: 3/4” = 1'-0”",
    "MAY 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "0019181_0016.dgn",
    "No.19371",
    "PROFESSIONAL",
    "ARUNNA SASTRY",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "description": "This crop shows the sheet title block for Bridge Sheet 16 of 21, Drawing No. 35-0016. The sheet is titled “INTERMEDIATE BENT DETAILS” for SR 21 @ NS #620272Y in Jenkins County, Georgia; no construction detail geometry is shown in this crop."
}

p16_r14 title block

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r14_title_block

Title Block2 measurements · 1 note · 42 labels

This crop shows the sheet title block for Bridge Sheet 16 of 21, Drawing No. 35-0016. The sheet is titled “INTERMEDIATE BENT DETAILS” for SR 21 @ NS #620272Y in Jenkins County, Georgia; no construction detail geometry is shown in this crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 2

MeasurementValueApplies to
Scale3/4” = 1'-0”Sheet
Print scale check1 INCHWHEN PRINTED FULL SIZE

Labels

BENT 4NO SCALEBRIDGE 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 21DATEREVISIONSBYSCALE: 3/4” = 1'-0”MAY 2025DESIGNEDUPDRAWNEPRCHECKEDASDESIGN GROUPJBKREVIEWEDDLC/SKGAPPROVEDDPD0019181_0016.dgnNo.19371PROFESSIONALARUNNA SASTRY1 INCH WHEN PRINTED FULL SIZE

Notes

  • (UNLESS OTHERWISE NOTED)

openai/gpt-5.6-terra-pro · 17089 tokens · 20.2s

crop · 1018 × 836

p16_r15 section c c

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r15_section_c_c
Original
p16_r15 section c c
{
  "view": "Section",
  "objects": [
    {
      "name": "concrete member",
      "tag": "",
      "shape": "square",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Reinforcement section shown; member name is not visible in this crop."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "12-1121 OR 1131",
      "shape": "circular in section",
      "material": "",
      "count": 12,
      "note": "Twelve filled circular bar locations are shown around the perimeter."
    },
    {
      "name": "perimeter reinforcement tie",
      "tag": "620 OR 630",
      "shape": "rectangular with hooked end",
      "material": "",
      "count": null,
      "note": "Callout points to the perimeter tie at the right side."
    },
    {
      "name": "diagonal reinforcement tie legs",
      "tag": "621 OR 631",
      "shape": "diagonal",
      "material": "",
      "count": null,
      "note": "Callout points to a diagonal tie leg."
    }
  ],
  "measurements": [
    {
      "label": "section width",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "section height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "CL. ALL SIDES",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement"
    }
  ],
  "notes": [
    "2\" CL. ALL SIDES"
  ],
  "labels": [
    "SECTION C-C"
  ],
  "description": "This crop shows Section C-C through a square reinforced-concrete member. The section is 3'-6\" by 3'-6\" and depicts twelve perimeter longitudinal bars with perimeter and diagonal reinforcement ties."
}

p16_r15 section c c

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r15_section_c_c

Section4 objects · 3 measurements · 1 note · 1 label

This crop shows Section C-C through a square reinforced-concrete member. The section is 3'-6" by 3'-6" and depicts twelve perimeter longitudinal bars with perimeter and diagonal reinforcement ties.

Objects · 4

MarkObjectNo.ShapeMaterialNote
concrete member1squarereinforced concreteReinforcement section shown; member name is not visible in this crop.
12-1121 OR 1131longitudinal reinforcement bars12circular in sectionTwelve filled circular bar locations are shown around the perimeter.
620 OR 630perimeter reinforcement tierectangular with hooked endCallout points to the perimeter tie at the right side.
621 OR 631diagonal reinforcement tie legsdiagonalCallout points to a diagonal tie leg.

Measurements · 3

MeasurementValueApplies to
section width3'-6"concrete member
section height3'-6"concrete member
CL. ALL SIDES2"reinforcement

Labels

SECTION C-C

Notes

  • 2" CL. ALL SIDES

openai/gpt-5.6-terra-pro · 14543 tokens · 32.6s

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Other P16 R01

page 16 · other_p16_r01
Original
Other P16 R01
{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete bent member",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned member shown about C/L BENT with bearing centerlines indicated."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-520 OR 2-530",
      "shape": "circular bar sections",
      "material": "steel",
      "count": 2,
      "note": "Two upper reinforcing bars are shown."
    },
    {
      "name": "reinforcement bars",
      "tag": "8-1121 OR 8-1131",
      "shape": "circular bar sections",
      "material": "steel",
      "count": 8,
      "note": "Eight reinforcing bars are shown along the upper level."
    },
    {
      "name": "reinforcement bars",
      "tag": "5-422 OR 5-432",
      "shape": "circular bar sections",
      "material": "steel",
      "count": 10,
      "note": "Callout states EACH FACE; five bar sections are visible at each side face."
    },
    {
      "name": "reinforcement",
      "tag": "44-421 OR 44-431",
      "shape": "rectangular/linear",
      "material": "steel",
      "count": null,
      "note": "Leader points to reinforcement at the right side of the member."
    },
    {
      "name": "reinforcement",
      "tag": "52I OR 53I",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Leader points to vertical reinforcement at the right side."
    },
    {
      "name": "reinforcement bars",
      "tag": "8-1123 OR 8-1133",
      "shape": "circular bar sections",
      "material": "steel",
      "count": 8,
      "note": "Eight reinforcing bars are shown along the bottom."
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Width from C/L BENT to left side",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Width from C/L BENT to right side",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Left outside segment",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Left intermediate segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Right intermediate segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Right outside segment",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Minimum overall depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Bottom depth",
      "value": "9\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Minimum clear cover, typical",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement"
    },
    {
      "label": "Clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "5-422 OR 5-432 EACH FACE",
    "2-520 OR 2-530",
    "8-1121 OR 8-1131",
    "44-421 OR 44-431",
    "2\" CL., 3 SIDES",
    "52I OR 53I",
    "8-1123 OR 8-1133"
  ],
  "labels": [
    "C/L BENT",
    "C/L BRNG.",
    "SECTION A-A"
  ],
  "description": "This crop shows SECTION A-A through a stepped reinforced-concrete bent member. It documents member geometry, bearing and bent centerlines, clear cover, and reinforcing-bar callouts at the upper, side, and bottom faces."
}

Other P16 R01

done

other_p16_r01

Section7 objects · 11 measurements · 8 notes · 3 labels

This crop shows SECTION A-A through a stepped reinforced-concrete bent member. It documents member geometry, bearing and bent centerlines, clear cover, and reinforcing-bar callouts at the upper, side, and bottom faces.

Objects · 7

MarkObjectNo.ShapeMaterialNote
reinforced concrete bent member1stepped rectangularreinforced concreteSectioned member shown about C/L BENT with bearing centerlines indicated.
2-520 OR 2-530reinforcement bars2circular bar sectionssteelTwo upper reinforcing bars are shown.
8-1121 OR 8-1131reinforcement bars8circular bar sectionssteelEight reinforcing bars are shown along the upper level.
5-422 OR 5-432reinforcement bars10circular bar sectionssteelCallout states EACH FACE; five bar sections are visible at each side face.
44-421 OR 44-431reinforcementrectangular/linearsteelLeader points to reinforcement at the right side of the member.
52I OR 53IreinforcementlinearsteelLeader points to vertical reinforcement at the right side.
8-1123 OR 8-1133reinforcement bars8circular bar sectionssteelEight reinforcing bars are shown along the bottom.

Measurements · 11

MeasurementValueApplies to
Overall width4'-3"reinforced concrete bent member
Width from C/L BENT to left side2'-1½"reinforced concrete bent member
Width from C/L BENT to right side2'-1½"reinforced concrete bent member
Left outside segment11½"reinforced concrete bent member
Left intermediate segment1'-2"reinforced concrete bent member
Right intermediate segment1'-2"reinforced concrete bent member
Right outside segment11½"reinforced concrete bent member
Minimum overall depth4'-0" MIN.reinforced concrete bent member
Bottom depth9"reinforced concrete bent member
Minimum clear cover, typical2"reinforcement
Clear cover, 3 sides2"reinforcement

Labels

C/L BENTC/L BRNG.SECTION A-A

Notes

  • 2" MIN. CL., TYP.
  • 5-422 OR 5-432 EACH FACE
  • 2-520 OR 2-530
  • 8-1121 OR 8-1131
  • 44-421 OR 44-431
  • 2" CL., 3 SIDES
  • 52I OR 53I
  • 8-1123 OR 8-1133

openai/gpt-5.6-terra-pro · 22412 tokens · 49.3s

item · 2100 × 2785

Other P16 R02

page 16 · other_p16_r02
Original
Other P16 R02
{
  "view": "Detail",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in SECTION B-B with bearing and bent centerlines."
    },
    {
      "name": "footing",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in FOOTING PLAN - BENT 3."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section symbol",
      "material": "",
      "count": 6,
      "note": "Six pile symbols are visible in the footing plan."
    },
    {
      "name": "reinforcement bar",
      "tag": "520 OR 530",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 2-520 OR 2-530."
    },
    {
      "name": "reinforcement bar",
      "tag": "I121 OR I131",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 8-I121 OR 8-I131."
    },
    {
      "name": "reinforcement bar",
      "tag": "421 OR 431",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 44-421 OR 44-431."
    },
    {
      "name": "reinforcement bar",
      "tag": "422 OR 432",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 5-422 OR 5-432 EACH FACE."
    },
    {
      "name": "reinforcement bar",
      "tag": "521 OR 531",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "522 OR 532",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I123 OR I133",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 8-I123 OR 8-I133."
    }
  ],
  "measurements": [
    {
      "label": "overall width at SECTION B-B",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "centerline-to-centerline width",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "centerline-to-centerline width",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing offset",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "intermediate spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "intermediate spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing offset",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bottom cover/depth dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "5-422 OR 5-432",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-520 OR 2-530",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-I121 OR 8-I131",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "44-421 OR 44-431",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-I123 OR 8-I133",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "footing overall width",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "footing overall length",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "footing edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "footing edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "drawing scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "5-422 OR 5-432 EACH FACE"
  ],
  "labels": [
    "SECTION B-B",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\"",
    "℄ BRNG.",
    "℄ BENT",
    "AHEAD",
    "℄ PILE",
    "℄ BENT 2",
    "℄ BENT 3",
    "℄ COLUMN",
    "2"
  ],
  "description": "The crop shows SECTION B-B through a rectangular reinforced concrete bent-cap element, including reinforcement callouts, bearing centerlines, and bent centerline. Below it is the footing plan for Bent 3, showing a 13'-0\" by 13'-0\" rectangular footing, six pile symbols, pile layout dimensions, bent centerlines, and the column centerline."
}

Other P16 R02

done

other_p16_r02

Detail10 objects · 25 measurements · 3 notes · 11 labels

The crop shows SECTION B-B through a rectangular reinforced concrete bent-cap element, including reinforcement callouts, bearing centerlines, and bent centerline. Below it is the footing plan for Bent 3, showing a 13'-0" by 13'-0" rectangular footing, six pile symbols, pile layout dimensions, bent centerlines, and the column centerline.

Objects · 10

MarkObjectNo.ShapeMaterialNote
bent cap1rectangularreinforced concreteShown in SECTION B-B with bearing and bent centerlines.
BENT 3footing1rectangularShown in FOOTING PLAN - BENT 3.
pile6H-section symbolSix pile symbols are visible in the footing plan.
520 OR 530reinforcement barCallout shown as 2-520 OR 2-530.
I121 OR I131reinforcement barCallout shown as 8-I121 OR 8-I131.
421 OR 431reinforcement barCallout shown as 44-421 OR 44-431.
422 OR 432reinforcement barCallout shown as 5-422 OR 5-432 EACH FACE.
521 OR 531reinforcement bar
522 OR 532reinforcement bar
I123 OR I133reinforcement barCallout shown as 8-I123 OR 8-I133.

Measurements · 25

MeasurementValueApplies to
overall width at SECTION B-B4'-3"bent cap
centerline-to-centerline width2'-1½"bent cap
centerline-to-centerline width2'-1½"bent cap
bearing offset11½"bent cap
intermediate spacing1'-2"bent cap
intermediate spacing1'-2"bent cap
bearing offset11½"bent cap
minimum depth4'-0" MIN.bent cap
bottom cover/depth dimension9"bent cap
reinforcement quantity5-422 OR 5-432bent cap
reinforcement quantity2-520 OR 2-530bent cap
reinforcement quantity8-I121 OR 8-I131bent cap
reinforcement quantity44-421 OR 44-431bent cap
reinforcement quantity8-I123 OR 8-I133bent cap
footing overall width13'-0"BENT 3 footing
footing overall length13'-0"BENT 3 footing
footing edge offset1'-3"BENT 3 footing
pile spacing5'-3"BENT 3 footing
pile spacing5'-3"BENT 3 footing
footing edge offset1'-3"BENT 3 footing
pile row edge offset1'-3"BENT 3 footing
pile row spacing5'-3"BENT 3 footing
pile row spacing5'-3"BENT 3 footing
pile row edge offset1'-3"BENT 3 footing
drawing scale3/8" = 1'-0"FOOTING PLAN - BENT 3

Labels

SECTION B-BFOOTING PLAN - BENT 3SCALE: 3/8" = 1'-0"℄ BRNG.℄ BENTAHEAD℄ PILE℄ BENT 2℄ BENT 3℄ COLUMN2

Notes

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

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Other P16 R03

page 16 · other_p16_r03
Original
Other P16 R03
{
  "view": "Detail",
  "objects": [
    {
      "name": "rectangular member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in DETAIL 1 with reinforcement layout; SECTION A-A shows a 1'-0\" wide section."
    },
    {
      "name": "reinforcement bars",
      "tag": "5-#11",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Five bars indicated across the member in DETAIL 1."
    },
    {
      "name": "reinforcement bars",
      "tag": "5-#14",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 10,
      "note": "Section A-A shows five bars at each face, at equal spaces."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "rectangular member"
    },
    {
      "label": "reinforcement quantity",
      "value": "5-#11",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "reinforcement quantity",
      "value": "5-#14",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "section width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "rectangular member"
    }
  ],
  "notes": [
    "5-#14 EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "DETAIL 1",
    "SECTION A-A",
    "A"
  ],
  "description": "This crop shows DETAIL 1 for a rectangular reinforced member and the associated SECTION A-A. The detail depicts a reinforcement grid within the member, while the section shows bars at each face and the member width."
}

Other P16 R03

done

other_p16_r03

Detail3 objects · 4 measurements · 1 note · 3 labels

This crop shows DETAIL 1 for a rectangular reinforced member and the associated SECTION A-A. The detail depicts a reinforcement grid within the member, while the section shows bars at each face and the member width.

Objects · 3

MarkObjectNo.ShapeMaterialNote
rectangular member1rectangularShown in DETAIL 1 with reinforcement layout; SECTION A-A shows a 1'-0" wide section.
5-#11reinforcement bars5straightreinforcing steelFive bars indicated across the member in DETAIL 1.
5-#14reinforcement bars10straightreinforcing steelSection A-A shows five bars at each face, at equal spaces.

Measurements · 4

MeasurementValueApplies to
overall width3'-0 7/16"rectangular member
reinforcement quantity5-#11reinforcement bars
reinforcement quantity5-#14reinforcement bars
section width1'-0"rectangular member

Labels

DETAIL 1SECTION A-AA

Notes

  • 5-#14 EA. FACE AT EQ. SPS.

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Other P16 R04

page 16 · other_p16_r04
Original
Other P16 R04
{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bars",
      "tag": "510A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Identified by printed callout \"5-510A\"; only part of the reinforcement layout is visible."
    },
    {
      "name": "reinforcement bars",
      "tag": "510B",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Identified by printed callout \"4-510B\"; only part of the reinforcement layout is visible."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "visible rectangular reinforced element"
    }
  ],
  "notes": [],
  "labels": [
    "B",
    "C",
    "13A (partial)"
  ],
  "description": "This crop shows the upper portion of a rectangular reinforced-concrete detail with a visible orthogonal reinforcement grid. Section/detail direction symbols B and C are shown above the element, along with an overall horizontal dimension and reinforcement callouts 510A and 510B."
}

Other P16 R04

done

other_p16_r04

Detail2 objects · 1 measurement · 3 labels

This crop shows the upper portion of a rectangular reinforced-concrete detail with a visible orthogonal reinforcement grid. Section/detail direction symbols B and C are shown above the element, along with an overall horizontal dimension and reinforcement callouts 510A and 510B.

Objects · 2

MarkObjectNo.ShapeNote
510Areinforcement bars5straightIdentified by printed callout "5-510A"; only part of the reinforcement layout is visible.
510Breinforcement bars4straightIdentified by printed callout "4-510B"; only part of the reinforcement layout is visible.

Measurements · 1

MeasurementValueApplies to
overall horizontal dimension5'-4¾"visible rectangular reinforced element

Labels

BC13A (partial)

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Other P16 R05

page 16 · other_p16_r05
Original
Other P16 R05
{
  "view": "Detail",
  "objects": [
    {
      "name": "Rectangular member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a portion of the member is shown in the crop."
    },
    {
      "name": "Reinforcement bar",
      "tag": "510A",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": "Two vertical bars are visible and are indicated by the 510A callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "#13A",
      "shape": "circular bar ends",
      "material": "",
      "count": 10,
      "note": "Shown as five bars at each face."
    }
  ],
  "measurements": [
    {
      "label": "Member width",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "Rectangular member"
    },
    {
      "label": "Reinforcement quantity and designation",
      "value": "5-#13A",
      "unit": "",
      "appliesTo": "#13A reinforcement bar"
    }
  ],
  "notes": [
    "5-#13A E.A. FACE AT EQ. SPS."
  ],
  "labels": [],
  "description": "This crop shows a reinforcement detail for a 1’-0” wide rectangular member. Five #13A bars are shown at each face at equal spaces, with two vertical bars called out as 510A; the member continues beyond the cropped detail."
}

Other P16 R05

done

other_p16_r05

Detail3 objects · 2 measurements · 1 note

This crop shows a reinforcement detail for a 1’-0” wide rectangular member. Five #13A bars are shown at each face at equal spaces, with two vertical bars called out as 510A; the member continues beyond the cropped detail.

Objects · 3

MarkObjectNo.ShapeNote
Rectangular member1rectangularOnly a portion of the member is shown in the crop.
510AReinforcement bar2straightTwo vertical bars are visible and are indicated by the 510A callout.
#13AReinforcement bar10circular bar endsShown as five bars at each face.

Measurements · 2

MeasurementValueApplies to
Member width1’-0”Rectangular member
Reinforcement quantity and designation5-#13A#13A reinforcement bar

Notes

  • 5-#13A E.A. FACE AT EQ. SPS.

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Other P16 R06

page 16 · other_p16_r06
Original
Other P16 R06
{
  "view": "Section",
  "objects": [
    {
      "name": "concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long narrow section with longitudinal reinforcing bars shown at two faces."
    },
    {
      "name": "reinforcement bar",
      "tag": "#13A",
      "shape": "circular",
      "material": "",
      "count": 10,
      "note": "5 bars shown at each face."
    },
    {
      "name": "reinforcement bar",
      "tag": "#13B",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "3 bars shown at each face."
    }
  ],
  "measurements": [
    {
      "label": "section width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bar quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "#13A"
    },
    {
      "label": "bar quantity",
      "value": "3",
      "unit": "",
      "appliesTo": "#13B"
    }
  ],
  "notes": [
    "5-#13A E.A. FACE AT EQ. SPS.",
    "3-#13B E.A. FACE AT EQ. SPS."
  ],
  "labels": [
    "SECTION C-C"
  ],
  "description": "This crop shows SECTION C-C through a 1'-0\" wide rectangular reinforced-concrete member. Longitudinal reinforcement is shown in two vertical faces, with #13A and #13B bar groups called out at equal spacing."
}

Other P16 R06

done

other_p16_r06

Section3 objects · 3 measurements · 2 notes · 1 label

This crop shows SECTION C-C through a 1'-0" wide rectangular reinforced-concrete member. Longitudinal reinforcement is shown in two vertical faces, with #13A and #13B bar groups called out at equal spacing.

Objects · 3

MarkObjectNo.ShapeMaterialNote
concrete member1rectangularreinforced concreteLong narrow section with longitudinal reinforcing bars shown at two faces.
#13Areinforcement bar10circular5 bars shown at each face.
#13Breinforcement bar6circular3 bars shown at each face.

Measurements · 3

MeasurementValueApplies to
section width1'-0"
bar quantity5#13A
bar quantity3#13B

Labels

SECTION C-C

Notes

  • 5-#13A E.A. FACE AT EQ. SPS.
  • 3-#13B E.A. FACE AT EQ. SPS.

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Other P16 R07

page 16 · other_p16_r07
Original
Other P16 R07
{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "5-#10A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Bar callout shown at upper left portion of detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-#10B",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Bar callout shown at upper right portion of detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "5-#13A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Bar callout shown along right side of detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "3-#13B",
      "shape": "straight",
      "material": "",
      "count": 3,
      "note": "Bar callout shown along lower right side of detail."
    },
    {
      "name": "reinforcement layout boundary",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Heavy outline enclosing the reinforcement grid; element type is not identified in this crop."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "reinforcement layout boundary"
    },
    {
      "label": "reinforcement callout",
      "value": "5-#10A",
      "unit": "",
      "appliesTo": "5-#10A"
    },
    {
      "label": "reinforcement callout",
      "value": "4-#10B",
      "unit": "",
      "appliesTo": "4-#10B"
    },
    {
      "label": "reinforcement callout",
      "value": "5-#13A",
      "unit": "",
      "appliesTo": "5-#13A"
    },
    {
      "label": "reinforcement callout",
      "value": "3-#13B",
      "unit": "",
      "appliesTo": "3-#13B"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 2",
    "B",
    "C"
  ],
  "description": "This crop shows DETAIL 2, a plan-type reinforcement layout within a stepped rectangular heavy outline. The detail includes orthogonal reinforcing-bar grids and four bar callouts, with an overall horizontal dimension of 5'-4¾\" and section/detail reference arrows B and C."
}

Other P16 R07

done

other_p16_r07

Detail5 objects · 5 measurements · 3 labels

This crop shows DETAIL 2, a plan-type reinforcement layout within a stepped rectangular heavy outline. The detail includes orthogonal reinforcing-bar grids and four bar callouts, with an overall horizontal dimension of 5'-4¾" and section/detail reference arrows B and C.

Objects · 5

MarkObjectNo.ShapeNote
5-#10Areinforcement bar5straightBar callout shown at upper left portion of detail.
4-#10Breinforcement bar4straightBar callout shown at upper right portion of detail.
5-#13Areinforcement bar5straightBar callout shown along right side of detail.
3-#13Breinforcement bar3straightBar callout shown along lower right side of detail.
reinforcement layout boundary1stepped rectangularHeavy outline enclosing the reinforcement grid; element type is not identified in this crop.

Measurements · 5

MeasurementValueApplies to
overall horizontal dimension5'-4¾"reinforcement layout boundary
reinforcement callout5-#10A5-#10A
reinforcement callout4-#10B4-#10B
reinforcement callout5-#13A5-#13A
reinforcement callout3-#13B3-#13B

Labels

DETAIL 2BC

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Other P16 R08

page 16 · other_p16_r08
Original
Other P16 R08
{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan outline for Bent 2 footing."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile symbols shown within footing plan."
    },
    {
      "name": "Column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Shown by intersecting dashed centerlines at footing center."
    },
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent centerline is shown."
    }
  ],
  "measurements": [
    {
      "label": "Overall footing width",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing width segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Pile"
    },
    {
      "label": "Pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Pile"
    },
    {
      "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": "Pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Pile"
    },
    {
      "label": "Pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Pile"
    },
    {
      "label": "Footing length segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop is a footing plan for Bent 2. It shows a rectangular 11'-6\" by 11'-6\" footing, with six H-section pile symbols arranged in two lines of three and a centered column centerline."
}

Other P16 R08

done

other_p16_r08

Plan4 objects · 11 measurements · 3 labels

This crop is a footing plan for Bent 2. It shows a rectangular 11'-6" by 11'-6" footing, with six H-section pile symbols arranged in two lines of three and a centered column centerline.

Objects · 4

MarkObjectNo.ShapeNote
Footing1rectangularPlan outline for Bent 2 footing.
Pile6H-sectionSix pile symbols shown within footing plan.
Column1Shown by intersecting dashed centerlines at footing center.
BENT 2Bent1Bent centerline is shown.

Measurements · 11

MeasurementValueApplies to
Overall footing width11'-6"Footing
Footing width segment1'-3"Footing
Pile spacing4'-6"Pile
Pile spacing4'-6"Pile
Footing width segment1'-3"Footing
Overall footing length11'-6"Footing
Footing length segment1'-3"Footing
Pile spacing4'-6"Pile
Pile spacing4'-6"Pile
Footing length segment1'-3"Footing
Scale3/8" = 1'-0"

Labels

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

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Other P16 R09

page 16 · other_p16_r09
Original
Other P16 R09
{
  "view": "Detail",
  "objects": [
    {
      "name": "rectangular reinforced-concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in DETAIL 3 and SECTION D-D; member depth in DETAIL 3 is not fully dimensioned in this crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "5-#4",
      "shape": "straight bars",
      "material": "steel",
      "count": null,
      "note": "Callout indicates 5-#4 each face at equal spaces; section shows five bar ends at each face."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "rectangular reinforced-concrete member"
    },
    {
      "label": "section width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "rectangular reinforced-concrete member"
    },
    {
      "label": "reinforcement quantity and size",
      "value": "5-#4",
      "unit": "",
      "appliesTo": "reinforcement bars"
    }
  ],
  "notes": [
    "5-#4 EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "DETAIL 3",
    "SECTION D-D",
    "D"
  ],
  "description": "This crop shows DETAIL 3 of a rectangular reinforced-concrete member with a reinforcement layout. SECTION D-D shows the 1'-0\" member width and reinforcement bar ends at both faces."
}

Other P16 R09

done

other_p16_r09

Detail2 objects · 3 measurements · 1 note · 3 labels

This crop shows DETAIL 3 of a rectangular reinforced-concrete member with a reinforcement layout. SECTION D-D shows the 1'-0" member width and reinforcement bar ends at both faces.

Objects · 2

MarkObjectNo.ShapeMaterialNote
rectangular reinforced-concrete member1rectangularreinforced concreteShown in DETAIL 3 and SECTION D-D; member depth in DETAIL 3 is not fully dimensioned in this crop.
5-#4reinforcement barsstraight barssteelCallout indicates 5-#4 each face at equal spaces; section shows five bar ends at each face.

Measurements · 3

MeasurementValueApplies to
overall width3'-0 7/16"rectangular reinforced-concrete member
section width1'-0"rectangular reinforced-concrete member
reinforcement quantity and size5-#4reinforcement bars

Labels

DETAIL 3SECTION D-DD

Notes

  • 5-#4 EA. FACE AT EQ. SPS.

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Other P16 R10

page 16 · other_p16_r10
Original
Other P16 R10
{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "540A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Callout shown as \"5-540A\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "540B",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Callout shown as \"4-540B\"."
    },
    {
      "name": "rectangular reinforcement layout",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only the upper portion of the layout is visible in this crop."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "rectangular reinforcement layout"
    }
  ],
  "notes": [],
  "labels": [
    "NO SCALE",
    "E",
    "F"
  ],
  "description": "This crop shows a no-scale reinforcement detail with a rectangular grid-like bar layout, only partly visible below the crop edge. It includes section/detail reference arrows E and F, an overall horizontal dimension, and bar callouts for 540A and 540B."
}

Other P16 R10

done

other_p16_r10

Detail3 objects · 1 measurement · 3 labels

This crop shows a no-scale reinforcement detail with a rectangular grid-like bar layout, only partly visible below the crop edge. It includes section/detail reference arrows E and F, an overall horizontal dimension, and bar callouts for 540A and 540B.

Objects · 3

MarkObjectNo.ShapeNote
540Areinforcement bar5straightCallout shown as "5-540A".
540Breinforcement bar4straightCallout shown as "4-540B".
rectangular reinforcement layout1rectangularOnly the upper portion of the layout is visible in this crop.

Measurements · 1

MeasurementValueApplies to
overall horizontal dimension5'-4¾"rectangular reinforcement layout

Labels

NO SCALEEF

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Other P16 R11

page 16 · other_p16_r11
Original
Other P16 R11
{
  "view": "Detail",
  "objects": [
    {
      "name": "rectangular member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a portion of the member is shown in this crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "#43A",
      "shape": "circular bar ends",
      "material": "reinforcing steel",
      "count": 10,
      "note": "Shown as five bar ends at each face."
    },
    {
      "name": "reinforcement bars",
      "tag": "540A",
      "shape": "straight vertical",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Two vertical lines are indicated by the callout leaders."
    }
  ],
  "measurements": [
    {
      "label": "member width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "rectangular member"
    },
    {
      "label": "reinforcing bar quantity and spacing",
      "value": "5-#43A",
      "unit": "",
      "appliesTo": "#43A"
    }
  ],
  "notes": [
    "5-#43A E.A. FACE AT EQ. SPS."
  ],
  "labels": [],
  "description": "This crop shows a reinforcement detail for a 1'-0\" wide rectangular member. Five #43A reinforcing bars are shown at each face at equal spacing, with a 540A callout pointing to two vertical reinforcing bars."
}

Other P16 R11

done

other_p16_r11

Detail3 objects · 2 measurements · 1 note

This crop shows a reinforcement detail for a 1'-0" wide rectangular member. Five #43A reinforcing bars are shown at each face at equal spacing, with a 540A callout pointing to two vertical reinforcing bars.

Objects · 3

MarkObjectNo.ShapeMaterialNote
rectangular member1rectangularOnly a portion of the member is shown in this crop.
#43Areinforcement bars10circular bar endsreinforcing steelShown as five bar ends at each face.
540Areinforcement bars2straight verticalreinforcing steelTwo vertical lines are indicated by the callout leaders.

Measurements · 2

MeasurementValueApplies to
member width1'-0"rectangular member
reinforcing bar quantity and spacing5-#43A#43A

Notes

  • 5-#43A E.A. FACE AT EQ. SPS.

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Other P16 R12

page 16 · other_p16_r12
Original
Other P16 R12
{
  "view": "Section",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "3A",
      "shape": "circular",
      "material": "",
      "count": 10,
      "note": "Called out as 5-#4 3A each face; shown in two vertical rows/faces."
    },
    {
      "name": "reinforcement bar",
      "tag": "3B",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "Called out as 3-#4 3B each face; shown in two vertical rows/faces."
    },
    {
      "name": "rectangular member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Member outline shown with longitudinal reinforcement."
    }
  ],
  "measurements": [
    {
      "label": "member width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "rectangular member"
    },
    {
      "label": "reinforcement quantity",
      "value": "5-#4 3A",
      "unit": "",
      "appliesTo": "3A"
    },
    {
      "label": "reinforcement quantity",
      "value": "3-#4 3B",
      "unit": "",
      "appliesTo": "3B"
    }
  ],
  "notes": [
    "5-#4 3A EA. FACE AT EQ. SPS.",
    "3-#4 3B EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "540B",
    "SECTION F-F"
  ],
  "description": "This crop shows Section F-F through a narrow rectangular member, 1'-0\" wide. Two faces of longitudinal reinforcement are depicted, with 3A and 3B bar groups called out at equal spacing."
}

Other P16 R12

done

other_p16_r12

Section3 objects · 3 measurements · 2 notes · 2 labels

This crop shows Section F-F through a narrow rectangular member, 1'-0" wide. Two faces of longitudinal reinforcement are depicted, with 3A and 3B bar groups called out at equal spacing.

Objects · 3

MarkObjectNo.ShapeNote
3Areinforcement bar10circularCalled out as 5-#4 3A each face; shown in two vertical rows/faces.
3Breinforcement bar6circularCalled out as 3-#4 3B each face; shown in two vertical rows/faces.
rectangular member1rectangularMember outline shown with longitudinal reinforcement.

Measurements · 3

MeasurementValueApplies to
member width1'-0"rectangular member
reinforcement quantity5-#4 3A3A
reinforcement quantity3-#4 3B3B

Labels

540BSECTION F-F

Notes

  • 5-#4 3A EA. FACE AT EQ. SPS.
  • 3-#4 3B EA. FACE AT EQ. SPS.

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Other P16 R13

page 16 · other_p16_r13
Original
Other P16 R13
{
  "view": "Detail",
  "objects": [
    {
      "name": "Structural member outline",
      "tag": "",
      "shape": "rectilinear stepped outline",
      "material": "",
      "count": 1,
      "note": "Element type is not labeled in this crop."
    },
    {
      "name": "Reinforcement bar",
      "tag": "540A",
      "shape": "straight vertical",
      "material": "reinforcing steel",
      "count": 5,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "540B",
      "shape": "straight vertical",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "443A",
      "shape": "straight horizontal",
      "material": "reinforcing steel",
      "count": 5,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "443B",
      "shape": "straight horizontal",
      "material": "reinforcing steel",
      "count": 3,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "Structural member outline"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "5-540A",
      "unit": "",
      "appliesTo": "540A"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "4-540B",
      "unit": "",
      "appliesTo": "540B"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "5-443A",
      "unit": "",
      "appliesTo": "443A"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "3-443B",
      "unit": "",
      "appliesTo": "443B"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 4",
    "E",
    "F"
  ],
  "description": "This crop shows DETAIL 4, a reinforcement layout within a rectilinear stepped structural-member outline. The detail identifies vertical reinforcement groups 540A and 540B and horizontal reinforcement groups 443A and 443B, with an overall horizontal dimension and E/F reference markers."
}

Other P16 R13

done

other_p16_r13

Detail5 objects · 5 measurements · 3 labels

This crop shows DETAIL 4, a reinforcement layout within a rectilinear stepped structural-member outline. The detail identifies vertical reinforcement groups 540A and 540B and horizontal reinforcement groups 443A and 443B, with an overall horizontal dimension and E/F reference markers.

Objects · 5

MarkObjectNo.ShapeMaterialNote
Structural member outline1rectilinear stepped outlineElement type is not labeled in this crop.
540AReinforcement bar5straight verticalreinforcing steel
540BReinforcement bar4straight verticalreinforcing steel
443AReinforcement bar5straight horizontalreinforcing steel
443BReinforcement bar3straight horizontalreinforcing steel

Measurements · 5

MeasurementValueApplies to
overall horizontal dimension5'-4¾"Structural member outline
reinforcement quantity and mark5-540A540A
reinforcement quantity and mark4-540B540B
reinforcement quantity and mark5-443A443A
reinforcement quantity and mark3-443B443B

Labels

DETAIL 4EF

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item · 1066 × 867

Other P16 R15

page 16 · other_p16_r15
Original
Other P16 R15
{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Square section with reinforcing steel shown."
    },
    {
      "name": "longitudinal reinforcing bars",
      "tag": "#21 OR #31",
      "shape": "circular",
      "material": "",
      "count": 12,
      "note": "Bars shown as solid circular section symbols."
    },
    {
      "name": "reinforcing bars",
      "tag": "#20 OR #30",
      "shape": "rectangular closed tie",
      "material": "",
      "count": 6,
      "note": "Closed perimeter tie shown."
    },
    {
      "name": "reinforcing bars",
      "tag": "#21 OR #31",
      "shape": "diagonal crosstie",
      "material": "",
      "count": 6,
      "note": "Diagonal internal tie segments shown."
    }
  ],
  "measurements": [
    {
      "label": "section width",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "section height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    }
  ],
  "notes": [
    "2\" CL. ALL SIDES"
  ],
  "labels": [
    "SECTION C-C"
  ],
  "description": "This crop shows Section C-C through a 3'-6\" by 3'-6\" square reinforced-concrete member. The section depicts 12 longitudinal bars and two identified sets of reinforcing ties/crossties, with 2-inch clear cover on all sides."
}

Other P16 R15

done

other_p16_r15

Section4 objects · 3 measurements · 1 note · 1 label

This crop shows Section C-C through a 3'-6" by 3'-6" square reinforced-concrete member. The section depicts 12 longitudinal bars and two identified sets of reinforcing ties/crossties, with 2-inch clear cover on all sides.

Objects · 4

MarkObjectNo.ShapeMaterialNote
reinforced concrete member1rectangularreinforced concreteSquare section with reinforcing steel shown.
#21 OR #31longitudinal reinforcing bars12circularBars shown as solid circular section symbols.
#20 OR #30reinforcing bars6rectangular closed tieClosed perimeter tie shown.
#21 OR #31reinforcing bars6diagonal crosstieDiagonal internal tie segments shown.

Measurements · 3

MeasurementValueApplies to
section width3'-6"reinforced concrete member
section height3'-6"reinforced concrete member
clear cover2"reinforced concrete member

Labels

SECTION C-C

Notes

  • 2" CL. ALL SIDES

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Page 176 crops · 6 read
crop · 5830 × 1336

p17_r01 title block

page 17 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p17_r01_title_block
Original
p17_r01 title block
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge bent plan layout",
      "tag": "BENT 4 LEFT",
      "shape": "rectangular longitudinal layout with rounded end outlines",
      "material": "",
      "count": 1,
      "note": "Partial bent/beam layout shown; six beam centerlines are identified."
    },
    {
      "name": "Bridge bent plan layout",
      "tag": "BENT 4 RIGHT",
      "shape": "rectangular longitudinal layout with rounded end outlines",
      "material": "",
      "count": 1,
      "note": "Partial bent/beam layout shown; six beam centerlines are identified."
    },
    {
      "name": "Beam centerline locations",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "BEAM 1–6 are shown in the left plan and BEAM 7–12 in the right plan."
    },
    {
      "name": "Smooth dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as formed 3 in. diameter by 12 in. deep holes for 1/2 in. diameter smooth dowels, typical."
    }
  ],
  "measurements": [
    {
      "label": "Offset dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PCL to bent reference line"
    },
    {
      "label": "Offset dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 EB = PCL to bent reference line"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Station",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "SR 21 WB = PCL"
    },
    {
      "label": "Station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE B.F.P.R. BENT 4"
    },
    {
      "label": "Typical dimension",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Typical dimension",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R. / ℄ BRG. offset"
    },
    {
      "label": "Dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R. / ℄ BRG. offset"
    },
    {
      "label": "Dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Typical dimension",
      "value": "3¾\"",
      "unit": "",
      "appliesTo": "Beam layout"
    },
    {
      "label": "Typical beam centerline spacing",
      "value": "7'-7 7/16\"",
      "unit": "",
      "appliesTo": "Beam centerlines"
    },
    {
      "label": "End beam-layout dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "Outer beam centerline locations"
    },
    {
      "label": "Dimension",
      "value": "5'-4 1/4\"",
      "unit": "",
      "appliesTo": "End portion of each bent plan"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/4\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "End segment dimension",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Intermediate segment dimension",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "End segment dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Overall dimension",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "End segment dimension",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Intermediate segment dimension",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "End segment dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Overall dimension",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Dowel diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "Smooth dowel"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "SEE DETAIL 4 BRIDGE SHEET 16"
  ],
  "labels": [
    "AHEAD",
    "SR 21 WB = PCL",
    "SR 21 EB = PCL",
    "END BRIDGE B.F.P.R. BENT 4",
    "B.F.P.R.",
    "℄ BRG.",
    "PLAN",
    "(BENT 4 LEFT)",
    "(BENT 4 RIGHT)"
  ],
  "description": "The crop contains two plan views of BENT 4, identified as BENT 4 LEFT and BENT 4 RIGHT. Each plan shows the beam centerline layout, with BEAM 1 through BEAM 12 identified across the two views, bent geometry dimensions, skew information, and dowel-hole/detail callouts."
}

p17_r01 title block

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p17_r01_title_block

Plan4 objects · 30 measurements · 3 notes · 9 labels

The crop contains two plan views of BENT 4, identified as BENT 4 LEFT and BENT 4 RIGHT. Each plan shows the beam centerline layout, with BEAM 1 through BEAM 12 identified across the two views, bent geometry dimensions, skew information, and dowel-hole/detail callouts.

Objects · 4

MarkObjectNo.ShapeNote
BENT 4 LEFTBridge bent plan layout1rectangular longitudinal layout with rounded end outlinesPartial bent/beam layout shown; six beam centerlines are identified.
BENT 4 RIGHTBridge bent plan layout1rectangular longitudinal layout with rounded end outlinesPartial bent/beam layout shown; six beam centerlines are identified.
℄ BEAM 1 through ℄ BEAM 12Beam centerline locations12linearBEAM 1–6 are shown in the left plan and BEAM 7–12 in the right plan.
Smooth dowel holecircularCalled out as formed 3 in. diameter by 12 in. deep holes for 1/2 in. diameter smooth dowels, typical.

Measurements · 30

MeasurementValueApplies to
Offset dimension22'-0"SR 21 WB = PCL to bent reference line
Offset dimension22'-0"SR 21 EB = PCL to bent reference line
Skew angle81°-20'-05.0"BENT 4 LEFT
Skew angle81°-20'-05.0"BENT 4 RIGHT
Station19+18.35SR 21 WB = PCL
Station19+15.00END BRIDGE B.F.P.R. BENT 4
Typical dimension81°-20'-05.0"BENT 4 LEFT
Typical dimension81°-20'-05.0"BENT 4 RIGHT
Dimension1'-6"B.F.P.R. / ℄ BRG. offset
Dimension3'-0"BENT 4 LEFT
Dimension1'-6"BENT 4 LEFT
Dimension1'-6"B.F.P.R. / ℄ BRG. offset
Dimension3'-0"BENT 4 RIGHT
Dimension1'-6"BENT 4 RIGHT
Typical dimension3¾"Beam layout
Typical beam centerline spacing7'-7 7/16"Beam centerlines
End beam-layout dimension3'-0 7/8"Outer beam centerline locations
Dimension5'-4 1/4"End portion of each bent plan
Dimension2'-9 3/4"BENT 4 LEFT
End segment dimension6'-10 1/2"BENT 4 LEFT
Intermediate segment dimension7'-7"BENT 4 LEFT
End segment dimension6'-10 9/16"BENT 4 LEFT
Overall dimension44'-1 1/16"BENT 4 LEFT
End segment dimension6'-10 1/2"BENT 4 RIGHT
Intermediate segment dimension7'-7"BENT 4 RIGHT
End segment dimension6'-10 9/16"BENT 4 RIGHT
Overall dimension44'-1 1/16"BENT 4 RIGHT
Hole diameter3"Smooth dowel hole
Hole depth12"Smooth dowel hole
Dowel diameter1/2"Smooth dowel

Labels

AHEADSR 21 WB = PCLSR 21 EB = PCLEND BRIDGE B.F.P.R. BENT 4B.F.P.R.℄ BRG.PLAN(BENT 4 LEFT)(BENT 4 RIGHT)

Notes

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

openai/gpt-5.6-terra-pro · 22898 tokens · 47.1s

crop · 2536 × 813

p17_r02 at eq sps

page 17 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p17_r02_at_eq_sps
Original
p17_r02 at eq sps
{
  "view": "Elevation",
  "objects": [
    {
      "name": "horizontal reinforced-concrete member",
      "tag": "",
      "shape": "long rectangular with stepped/sloping top profile",
      "material": "",
      "count": 1,
      "note": "Extends across the crop above the pile locations."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical rectangular",
      "material": "",
      "count": 6,
      "note": "Six pile locations are visible below the horizontal member; callout states 4-440 OVER EACH PILE."
    },
    {
      "name": "vertical end member",
      "tag": "",
      "shape": "vertical rectangular",
      "material": "",
      "count": 2,
      "note": "One is visible at each end of the horizontal member; identity is not labeled in this crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "440",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 4-440 OVER EACH PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callouts: 4-441 AT EQ. SPACES and 7-441 AT EQ. SPS. TYP. EA. BAY."
    },
    {
      "name": "reinforcement bar",
      "tag": "442",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 2-442."
    },
    {
      "name": "reinforcement bar",
      "tag": "445A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 2-445A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "445B",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 2-445B."
    },
    {
      "name": "reinforcement bar",
      "tag": "445C",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 2-445C."
    },
    {
      "name": "reinforcement bar",
      "tag": "1040",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 4-1040."
    }
  ],
  "measurements": [
    {
      "label": "elevation",
      "value": "EL. 189.42",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 189.50",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.80",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.67",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.53",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.37",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 184.04",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 183.25",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 188.67",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 188.71",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement quantity",
      "value": "4-440",
      "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": "2-445A",
      "unit": "",
      "appliesTo": "445A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445B",
      "unit": "",
      "appliesTo": "445B"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445C",
      "unit": "",
      "appliesTo": "445C"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-441",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-441",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "length",
      "value": "2’-10⅛”",
      "unit": "",
      "appliesTo": "left end segment"
    },
    {
      "label": "bay spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "bay"
    },
    {
      "label": "bay spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "bay"
    },
    {
      "label": "bay spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "bay"
    },
    {
      "label": "bay spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "bay"
    },
    {
      "label": "length",
      "value": "3’-3⅝”",
      "unit": "",
      "appliesTo": "right end segment"
    },
    {
      "label": "overall length",
      "value": "44’-1¹⁄₁₆”",
      "unit": "",
      "appliesTo": "horizontal member"
    }
  ],
  "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"
  ],
  "description": "This crop shows an elevation of a long horizontal structural member supported at six visible pile locations. Reinforcement callouts, elevations, pile/bay spacing, end-segment dimensions, and an overall length are shown; the drawing title is cropped, with only “ELEVATION” visible."
}

p17_r02 at eq sps

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p17_r02_at_eq_sps

Elevation10 objects · 29 measurements · 4 notes · 3 labels

This crop shows an elevation of a long horizontal structural member supported at six visible pile locations. Reinforcement callouts, elevations, pile/bay spacing, end-segment dimensions, and an overall length are shown; the drawing title is cropped, with only “ELEVATION” visible.

Objects · 10

MarkObjectNo.ShapeNote
horizontal reinforced-concrete member1long rectangular with stepped/sloping top profileExtends across the crop above the pile locations.
pile6vertical rectangularSix pile locations are visible below the horizontal member; callout states 4-440 OVER EACH PILE.
vertical end member2vertical rectangularOne is visible at each end of the horizontal member; identity is not labeled in this crop.
440reinforcement barCallout: 4-440 OVER EACH PILE.
441reinforcement barCallouts: 4-441 AT EQ. SPACES and 7-441 AT EQ. SPS. TYP. EA. BAY.
442reinforcement barCallout: 2-442.
445Areinforcement barCallout: 2-445A, TYP.
445Breinforcement barCallout: 2-445B.
445Creinforcement barCallout: 2-445C.
1040reinforcement barCallout: 4-1040.

Measurements · 29

MeasurementValueApplies to
elevationEL. 189.42
elevationEL. 189.50
elevationEL. 186.04
elevationEL. 185.93
elevationEL. 185.80
elevationEL. 185.67
elevationEL. 185.53
elevationEL. 185.37
elevationEL. 184.04
elevationEL. 183.25
elevationEL. 188.67
elevationEL. 188.71
reinforcement quantity4-440440
reinforcement quantity2-442442
reinforcement quantity4-10401040
reinforcement quantity2-445A445A
reinforcement quantity2-445B445B
reinforcement quantity2-445C445C
reinforcement quantity4-441441
reinforcement quantity7-441441
spacing10”pile locations
spacing10”pile locations
length2’-10⅛”left end segment
bay spacing7’-7¹⁄₁₆”bay
bay spacing7’-7¹⁄₁₆”bay
bay spacing7’-7¹⁄₁₆”bay
bay spacing7’-7¹⁄₁₆”bay
length3’-3⅝”right end segment
overall length44’-1¹⁄₁₆”horizontal member

Labels

ABELEVATION

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 · 23164 tokens · 30.2s

crop · 2534 × 809

p17_r03 at eq sps

page 17 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p17_r03_at_eq_sps
Original
p17_r03 at eq sps
{
  "view": "Elevation",
  "objects": [
    {
      "name": "horizontal structural member",
      "tag": "",
      "shape": "long rectangular member with stepped top profile",
      "material": "",
      "count": 1,
      "note": "Extends between the two end vertical members; internal reinforcement is shown."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six vertical piles/supports are visible below the horizontal member; callout states 4-440 over each pile."
    },
    {
      "name": "end vertical member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One upright member is shown at each end of the elevation."
    },
    {
      "name": "reinforcing bar",
      "tag": "440",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Called out as 4-440 OVER EACH PILE."
    },
    {
      "name": "reinforcing bar",
      "tag": "441",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Called out at equal spaces, typical each bay, and at equal spaces at the ends."
    },
    {
      "name": "reinforcing bar",
      "tag": "442",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcing bar",
      "tag": "1040",
      "shape": "straight",
      "material": "steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcing bar",
      "tag": "445A",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": "TYP."
    },
    {
      "name": "reinforcing bar",
      "tag": "445B",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcing bar",
      "tag": "445C",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "left end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "left end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.12",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.32",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.49",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.66",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.82",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.36",
      "unit": "",
      "appliesTo": "right end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.44",
      "unit": "",
      "appliesTo": "right end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.96",
      "unit": "",
      "appliesTo": "left end of horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.96",
      "unit": "",
      "appliesTo": "right end of horizontal structural member"
    },
    {
      "label": "Typical dimension",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "Left end segment dimension",
      "value": "2′-10⅞″",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Repeated bay dimension",
      "value": "7′-7¹⁄₁₆″",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Right end segment dimension",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Overall dimension",
      "value": "44′-1¹⁄₁₆″",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "440"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "442"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "1040"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "445A"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "445B"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "445C"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "441"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "2-442",
    "4-1040",
    "2-445A, TYP.",
    "2-445B",
    "2-445C",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "4-441 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop shows an elevation of a long stepped-top horizontal structural member supported by six visible rectangular piles, with upright vertical members at both ends. Reinforcement callouts, elevations, pile/bay spacing, end dimensions, and an overall length are shown; section-reference arrows A and B are also visible."
}

p17_r03 at eq sps

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p17_r03_at_eq_sps

Elevation10 objects · 25 measurements · 8 notes · 3 labels

This crop shows an elevation of a long stepped-top horizontal structural member supported by six visible rectangular piles, with upright vertical members at both ends. Reinforcement callouts, elevations, pile/bay spacing, end dimensions, and an overall length are shown; section-reference arrows A and B are also visible.

Objects · 10

MarkObjectNo.ShapeMaterialNote
horizontal structural member1long rectangular member with stepped top profileExtends between the two end vertical members; internal reinforcement is shown.
pile6rectangularSix vertical piles/supports are visible below the horizontal member; callout states 4-440 over each pile.
end vertical member2rectangularOne upright member is shown at each end of the elevation.
440reinforcing barstraightsteelCalled out as 4-440 OVER EACH PILE.
441reinforcing barstraightsteelCalled out at equal spaces, typical each bay, and at equal spaces at the ends.
442reinforcing bar2straightsteel
1040reinforcing bar4straightsteel
445Areinforcing bar2straightsteelTYP.
445Breinforcing bar2straightsteel
445Creinforcing bar2straightsteel

Measurements · 25

MeasurementValueApplies to
ElevationEL. 188.39left end vertical member
ElevationEL. 188.45left end vertical member
ElevationEL. 185.12horizontal structural member
ElevationEL. 185.32horizontal structural member
ElevationEL. 185.49horizontal structural member
ElevationEL. 185.66horizontal structural member
ElevationEL. 185.82horizontal structural member
ElevationEL. 185.96horizontal structural member
ElevationEL. 189.36right end vertical member
ElevationEL. 189.44right end vertical member
ElevationEL. 182.96left end of horizontal structural member
ElevationEL. 183.96right end of horizontal structural member
Typical dimension10″pile locations
Left end segment dimension2′-10⅞″horizontal structural member
Repeated bay dimension7′-7¹⁄₁₆″horizontal structural member
Right end segment dimension3′-3⅝″horizontal structural member
Overall dimension44′-1¹⁄₁₆″horizontal structural member
Reinforcing-bar quantity4440
Reinforcing-bar quantity2442
Reinforcing-bar quantity41040
Reinforcing-bar quantity2445A
Reinforcing-bar quantity2445B
Reinforcing-bar quantity2445C
Reinforcing-bar quantity7441
Reinforcing-bar quantity4441

Labels

ABELEVATION

Notes

  • 4-440 OVER EACH PILE
  • 2-442
  • 4-1040
  • 2-445A, TYP.
  • 2-445B
  • 2-445C
  • 7-441 AT EQ. SPS. TYP. EA. BAY
  • 4-441 AT EQ. SPACES

openai/gpt-5.6-terra-pro · 25694 tokens · 47.9s

crop · 1100 × 261

p17_r04 1 maintain 2 clearance on all reinforcem

page 17 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p17_r04_1_maintain_2_clearance_on_all_reinforcem
Original
p17_r04 1 maintain 2 clearance on all reinforcem
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "reinforcement clearance",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement"
    }
  ],
  "notes": [
    "NOTES:",
    "1. MAINTAIN 2” CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "2. SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS."
  ],
  "labels": [],
  "description": "This crop contains general construction notes. It specifies reinforcement clearance and refers to GA. STD. 9037 for drainage details at end bents."
}

p17_r04 1 maintain 2 clearance on all reinforcem

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p17_r04_1_maintain_2_clearance_on_all_reinforcem

Notes1 measurement · 3 notes

This crop contains general construction notes. It specifies reinforcement clearance and refers to GA. STD. 9037 for drainage details at end bents.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueApplies to
reinforcement clearance2”reinforcement

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 · 7460 tokens · 7.1s

crop · 1137 × 933

p17_r05 2 0 min

page 17 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p17_r05_2_0_min
Original
p17_r05 2 0 min
{
  "view": "Detail",
  "objects": [
    {
      "name": "cap",
      "tag": "CAP",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "vertical support members",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown extending below the cap; lower portions are broken off."
    },
    {
      "name": "connecting member",
      "tag": "",
      "shape": "stepped/tapered profile",
      "material": "",
      "count": 1,
      "note": "Connects the cap area to the wall area."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical stem with rectangular block at upper portion",
      "material": "",
      "count": 1,
      "note": "Callout identifies the front of wall; text is cropped."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal distance from B.F.P.R. to wall reference line",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "wall"
    },
    {
      "label": "horizontal cap dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum vertical cap dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "CAP"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "C... (partial)",
    "FRONT OF WA... (partial)"
  ],
  "description": "This crop shows a structural detail with a rectangular CAP supported by two vertical members and connected by a stepped profile to a wall element. The crop documents minimum cap dimensions and a 6-foot minimum horizontal relationship from the B.F.P.R. reference to the wall reference line."
}

p17_r05 2 0 min

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p17_r05_2_0_min

Detail4 objects · 3 measurements · 3 labels

This crop shows a structural detail with a rectangular CAP supported by two vertical members and connected by a stepped profile to a wall element. The crop documents minimum cap dimensions and a 6-foot minimum horizontal relationship from the B.F.P.R. reference to the wall reference line.

Objects · 4

MarkObjectNo.ShapeNote
CAPcap1rectangular with chamfered corners
vertical support members2rectangularShown extending below the cap; lower portions are broken off.
connecting member1stepped/tapered profileConnects the cap area to the wall area.
wall1rectangular vertical stem with rectangular block at upper portionCallout identifies the front of wall; text is cropped.

Measurements · 3

MeasurementValueApplies to
minimum horizontal distance from B.F.P.R. to wall reference line6'-0" MIN.wall
horizontal cap dimension3'-0"CAP
minimum vertical cap dimension2'-0" MIN.CAP

Labels

B.F.P.R.C... (partial)FRONT OF WA... (partial)

openai/gpt-5.6-terra-pro · 13040 tokens · 18.5s

crop · 883 × 895

p17_r06 section a a

page 17 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p17_r06_section_a_a
Original
p17_r06 section a a
{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned member is 3'-0\" wide and 2'-0\" minimum deep as dimensioned."
    },
    {
      "name": "reinforcing bars",
      "tag": "#42",
      "shape": "circular",
      "material": "steel",
      "count": 2,
      "note": "Two top bars indicated by callout 2-#42."
    },
    {
      "name": "reinforcing bars",
      "tag": "#40",
      "shape": "circular",
      "material": "steel",
      "count": 4,
      "note": "Four bars indicated by callout 4-#40, with corner bars shown."
    },
    {
      "name": "central vertical member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Member continues below the sectioned concrete member; identity is not labeled in this crop."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half-width spacing",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half-width spacing",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\" MIN. CL.",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum depth",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "clear cover, three sides",
      "value": "2\" CL. 3 SIDES",
      "unit": "",
      "appliesTo": "central vertical member"
    },
    {
      "label": "half-width spacing",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "central vertical member"
    },
    {
      "label": "half-width spacing",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "central vertical member"
    },
    {
      "label": "drawing scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows SECTION A-A through a rectangular reinforced-concrete member with reinforcing bars and cover dimensions. A central rectangular vertical member is shown extending below the sectioned member, but it is not identified in this crop."
}

p17_r06 section a a

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p17_r06_section_a_a

Section4 objects · 10 measurements · 2 labels

This crop shows SECTION A-A through a rectangular reinforced-concrete member with reinforcing bars and cover dimensions. A central rectangular vertical member is shown extending below the sectioned member, but it is not identified in this crop.

Objects · 4

MarkObjectNo.ShapeMaterialNote
reinforced concrete member1rectangularreinforced concreteSectioned member is 3'-0" wide and 2'-0" minimum deep as dimensioned.
#42reinforcing bars2circularsteelTwo top bars indicated by callout 2-#42.
#40reinforcing bars4circularsteelFour bars indicated by callout 4-#40, with corner bars shown.
central vertical member1rectangularMember continues below the sectioned concrete member; identity is not labeled in this crop.

Measurements · 10

MeasurementValueApplies to
overall width3'-0"reinforced concrete member
half-width spacing1'-6"reinforced concrete member
half-width spacing1'-6"reinforced concrete member
minimum clear cover2" MIN. CL.reinforced concrete member
minimum depth2'-0" MIN.reinforced concrete member
typical vertical dimension1'-0" TYP.reinforced concrete member
clear cover, three sides2" CL. 3 SIDEScentral vertical member
half-width spacing1'-6"central vertical member
half-width spacing1'-6"central vertical member
drawing scale3/4" = 1'-0"SECTION A-A

Labels

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

openai/gpt-5.6-terra-pro · 15434 tokens · 30.5s

2Map the items100 items · 1338 readings · 50 on more than one pageconfigured openai/gpt-5.6-terra-pro · about 11¢ 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.

100 items from 1338 readings · 6 the model left out, matched by name · 100 new.

100items1338readings50on 2+ pages40,739tokens in11,832tokens out
Reinforcing Barmaterial×7987 · bar · reinforcing steelp2, p4, p5, p7, p8, p9, p10, p11, p13, p14, p15, p16, p17, p19, p20, p21104 crops
Reinforcing Bar

also calledBar reinforcing steelSuperstructure reinforcing steelreinforcing steelReinforcementreinforcement barreinforcementMain slab reinforcementreinforcement barsmain slab reinforcement barsslab reinforcementbeam reinforcementplain barreinforcement / callout itemReinforcement barsreinforcement bar groupReinforcement barlongitudinal reinforcement barreinforcing barsreinforcement bar setreinforcing bar set+5 more

marks400A400B400C*500B400 BARS2-60050230-400A500A5016-400A14-400A58-600507A402A403AI-509I-508I-802I-801+207 more

Bentsubstructure×86 · straight transverse line · concretep1, p2, p3, p4, p5, p6, p7, p13, p14, p15, p16, p17, p18, p2036 crops
Bent

also calledbridge bentbent columnsconcrete intermediate bentsintermediate bentBent locationB.F.P.R. bentintermediate bentsreinforced concrete bent memberBridge bent plan layout

marksBENT 2LBENT 3LBENT 2RBENT 3RBENT 1BENT 2BENT 3BENT 4B.F.P.R. BENT 1B.F.P.R. BENT 4BENT 1LBENT 4LBENT 1RBENT 4RBENTS 2BRIDGE LEFT BENT 1 RIGHTBRIDGE LEFT BENT 3 LEFTBRIDGE RIGHT BENT 2 RIGHTBRIDGE RIGHT BENT 4 RIGHTB.F.P.R. BENT 1L+26 more

Beamsuperstructure×218 · I-girder · precast concretep2, p4, p5, p6, p7, p8, p9, p10, p11, p12, p13, p14, p15, p1864 crops
Beam

also calledPSC beams, AASHTO Type IIPSC beams, AASHTO Type IIIAASHTO Type III PSC beam spanAASHTO Type II PSC beam spansAASHTO Type II PSC beam spanBeamsbeamsgirdersI-girderprestressed concrete beamsbeam endsbridge beamsgirderprestressed concrete beambeam sectionprestressed beam

marks℄ BEAM 1 through ℄ BEAM 12℄ BEAM 1-12BEAM 1 through BEAM 12℄ BEAM 1–℄ BEAM 6CL BEAM 1–CL BEAM 6℄ BEAM 1–6BEAM 1 through BEAM 6℄ BEAMC BEAM 1 through C BEAM 12℄ BEAM 7–12℄ BEAM 1 through ℄ BEAM 6℄ BEAM 7 through ℄ BEAM 12BEAM 1–BEAM 12

Steel H-pilefoundation×352 · H-section · steelp1, p2, p13, p14, p15, p16, p17, p1853 crops
Steel H-pile

also calledpileSteel H-pilessteel H pile end bentspilesPilessteel H-pile end bentH-pilePilepile location

marksHP 12 X 53H-PILE℄ PILEPILE NO. 1–121-12PILE NO. 1-121 LEFT1 RIGHT1–12

Deck Slabdeck×28 · sloped slab with overhangs · reinforced concretep4, p5, p6, p7, p8, p9, p10, p1131 crops
Deck Slab

also calledBridge deck slabsbridge deckslabDeckdeckBridge deckbridge deck slab

marksSPAN 2SPAN 3

Smooth Dowel Bardeck×2 · circular bar · ASTM A709 Grade 50p2, p10, p11, p12, p13, p14, p15, p1710 crops
Smooth Dowel Bar

also calledSmooth dowel barssmooth dowelSmooth dowelsmooth dowelsSmooth dowels

Bent Capsubstructure×26 · rectangular · reinforced concretep7, p9, p13, p14, p15, p16, p1719 crops
Bent Cap

also calledcap beamsupport capcap

marksBENT 1CAPBENT 2 LEFT; BENT 2 RIGHTC BENTBENT 3 LEFT / BENT 3 RIGHTBENT 3BENT 3 LEFTBENT 3 RIGHTBENT 4 LEFTBENT 4 RIGHT

Concrete Barrierrailing×24 · tapered/trapezoidal · concretep2, p4, p5, p7, p8, p920 crops
Concrete Barrier

also calledbarrier transitionbarrierBarrieredge barrier / parapetbarrier/parapetparapet / barrierparapet/barrieredge barriersbarrier walledge barrier

Construction Jointother×8 · skewed linep5, p7, p8, p9, p14, p1513 crops
Construction Joint

also calledB.F.P.R. or construction joint

marksCONST. JT.

Endwallsubstructure×22 · rectangular vertical · reinforced concretep1, p4, p6, p8, p12, p1312 crops
Endwall

also calledend bent / wallEndwallsend wall

marksB.F.P.R. BENT 1B.F.P.R. BENT 4

Footingfoundation×54 · rectangular · reinforced concretep2, p14, p15, p16, p1824 crops
Footing

also calledFootings

marksBENT 3BENT 2FOOTING 1FOOTING 2FOOTING 3FOOTING 4FOOTING 1–FOOTING 4

Columnsubstructure×24 · rectangular · reinforced concretep13, p14, p15, p16, p1713 crops
Column

also calledvertical support membersvertical member

marksCOLUMN 1COLUMN 2COLUMN 3COLUMN 4℄ COLUMN 1℄ COLUMN 2COLUMN 1, COLUMN 2, COLUMN 3, COLUMN 4℄ COLUMN

Edge Beamsuperstructure×27 · longitudinal edge member · concretep4, p5, p6, p7, p914 crops
Edge Beam

also calledEdgebeamsedgebeamEdgebeamedge beam formsedge beam / concrete member portions

Preformed Joint Fillerother×8 · strip · foamp4, p5, p8, p9, p1212 crops
Preformed Joint Filler

also calledFiller materialfiller materialpreformed foam joint filler

marks*

Concrete Diaphragmsuperstructure×16 · rectangular · concretep4, p5, p6, p7, p910 crops
Concrete Diaphragm

also calledConcrete diaphragms

Bearingsuperstructure×29 · bearing symbolp1, p8, p11, p14, p167 crops
Bearing

also calledexpansion bearingfixed bearing

marksEXP.FIX℄ BEARING

Beam Centerlineother×72 · linep13, p14, p15, p17, p186 crops
Beam Centerline

also calledBeam centerline locationsbeam centerline locations

marksC BEAM 1 through C BEAM 12C BEAM 1–6C BEAM 7–12C BEAM 1–C BEAM 12℄ BEAM 1 through ℄ BEAM 12BEAM 1–6BEAM 7–12℄ BEAM 1–12

  • p13p13_r01 title blockbeam centerline · C BEAM 1 through C BEAM 12 · ×12
  • p14p14_r01beam centerline · C BEAM 1–6 · ×6p14_r01beam centerline · C BEAM 7–12 · ×6
  • p15p15_r01beam centerline · C BEAM 1–C BEAM 12 · ×12
  • p17p17_r01 title blockBeam centerline locations · ℄ BEAM 1 through ℄ BEAM 12 · ×12p17_r01beam centerline locations · BEAM 1–6 · ×6p17_r01beam centerline locations · BEAM 7–12 · ×6
  • p18p18_r01 footing 3beam centerline · ℄ BEAM 1–12 · ×12
Chain Link Fenceancillary×9 · mesh panel · zinc coated chain link wirep1, p2, p7, p813 crops
Chain Link Fence

also calledChain link wire fencechain link wire fencefencezinc coated chain link security fencechain link security fence

Fence Postancillary×4 · circular plan symbol · zinc coatedp4, p5, p6, p810 crops
Fence Post

also calledFence postsend postfence postspull post

marksEND POST*; **; END POST* / ** / END POST

Bearing Padsuperstructure×6 · rectangularp7, p8, p9, p129 crops
Bearing Pad

also calledbearing pads

Dowel Holedeck×8 · circularp13, p14, p15, p176 crops
Dowel Hole

also calledformed dowel holeDowel holesdowel-bar holesmooth dowel bar holeDowel-bar holeSmooth dowel hole

Rectangular Structural Memberother×20 · rectangularp13, p16, p1717 crops
Rectangular Structural Member

also calledconnecting elementrectangular block at wallcentral supporting membercontinuous stepped wall/beamrectangular member outlineRectangular memberrectangular memberStructural member outlinehorizontal reinforced-concrete membervertical end memberhorizontal structural memberconnecting membercentral vertical memberlongitudinal rectangular memberlongitudinal pile-supported member

Reinforced Concrete Membersubstructure×19 · rectangular · reinforced concretep13, p16, p1718 crops
Reinforced Concrete Member

also calledend vertical concrete elementsconcrete memberreinforced concrete sectionrectangular reinforced-concrete memberrectangular concrete memberConcrete memberrectangular reinforced-concrete elementRectangular concrete member

Wallsubstructure×16 · skewed straightp1, p13, p1711 crops
Wall

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

Triangular Drip Beaddeck×1 · triangularp7, p8, p96 crops
Triangular Drip Bead
Bearing Centerlineother×4 · linep14, p15, p163 crops
Bearing Centerline

marksC BEARING℄ BRNG.

Draped Prestressing Strandsuperstructure×104 · draped · prestressing steelp10, p1112 crops
Draped Prestressing Strand

also calleddraped strandsprestressed strandsPretension strandsPrestressing strandsprestressing strandsprestressed strandpretension stranddraped prestressing strands

marks8 - DRAPED STRANDS

Existing Railroad Trackancillary×14 · parallel linear tracksp1, p39 crops
Existing Railroad Track

also calledexisting trackCentral of Georgia Railroad Company existing tracktracktrack centerlineExisting railroad track alignment

marks℄ TRACK℄ EXIST. TRACK

Future Railroad Trackancillary×14 · dashed alignmentp1, p37 crops
Future Railroad Track

also calledFuture trackfuture track centerlinefuture track

marks℄ FUTURE TRACK

Diaphragm Barsuperstructure×4 · threaded straight bar · ASTM A 709 Grade 36p10, p116 crops
Diaphragm Bar
Holeother×3 · circularp10, p116 crops
Hole

also calledformed holes

Paving Restpavement×10 · rectangularp4, p66 crops
Paving Rest

also calledPaving rests

Future Access Roadancillary×12 · dashed alignmentp1, p35 crops
Future Access Road

also calledaccess road

marks℄ ACCESS RD.

Silicone Sealantmaterial×7 · recessed joint seal · siliconep4, p94 crops
Silicone Sealant

also calledSilicone adhesivesilicone adhesivejoint sealer

Deck Filletdeck×4 · linear filletp5, p64 crops
Deck Fillet

also calledFilletfillet

Diaphragm Bar Holesuperstructure×8 · circularp10, p114 crops
Diaphragm Bar Hole
Hex Nutmaterial×2 · hexagonal · ASTM A 709 Grade 36p10, p114 crops
Hex Nut
Low Friction Type Hold Downsuperstructure×3 · linearp10, p114 crops
Low Friction Type Hold Down
Mechanical Couplermaterial×2 · rectangularp14, p154 crops
Mechanical Coupler
Pile Capfoundation×5 · rectangular · reinforced concretep1, p134 crops
Pile Cap

also calledpile cap / continuous cap beam

Reinforcing Tiematerial×1 · diagonal · reinforcing steelp16, p173 crops
Reinforcing Tie

also calleddiagonal reinforcement tie legsperimeter reinforcement tiereinforcement tiereinforcing tie/stirrup

marks621 OR 631620 OR 630#4 B14I

Washermaterial×3 · circularp10, p114 crops
Washer
Pick-upsuperstructurep10, p113 crops
Pick-up

also calledPick-upspick-ups

Pile Connection Reinforcement Barfoundation×4 · U-shapedp14, p153 crops
Pile Connection Reinforcement Bar

also calledpile connection reinforcementPile connection reinforcement

marks#8 BAR

  • p14p14_r02pile connection reinforcement · #8 BAR · ×2
  • p15p15_r02 title blockPile connection reinforcement · #8 BAR · ×2p15_r02Pile connection reinforcement bar · #8 BAR
Recessmatched by name×2 · circularp10, p113 crops
Recess
Roadway Alignmentancillary×3 · centerlinep3, p73 crops
Roadway Alignment

also calledSR 21 roadway alignmentcenterline

marksSR 21℄ SR 21/MILLEN BYPASS

Class AA Concretematerialconcretep14, p152 crops
Class AA Concrete
End Upstandsubstructure×4 · rectangular vertical upstand · reinforced concretep13, p172 crops
End Upstand
Epoxy Mortarmaterialepoxy mortarp10, p112 crops
Epoxy Mortar
Expansion Jointdeck×1 · vertical jointp2, p52 crops
Expansion Joint
Beveled Shim Platesuperstructure×4 · beveled plate · ASTM A709 Grade 36 steel, galvanizedp126 crops
Beveled Shim Plate

also calledBeveled shim platesbeveled shim plates

Bridge Superstructuresuperstructure×6 · continuous rectangular longitudinal memberp14 crops
Bridge Superstructure

also calledBridge deck/superstructure outlineBridge deck / superstructure outlinebridge deck/superstructure

marksLEFT BRIDGERIGHT BRIDGE

  • p1p01_r01 planBridge deck/superstructure outline · LEFT BRIDGE · ×1p01_r01 planBridge deck/superstructure outline · RIGHT BRIDGE · ×1p01_r07 planbridge superstructure · ×1p01_r01Bridge deck / superstructure outline · LEFT BRIDGE · ×1p01_r01Bridge deck / superstructure outline · RIGHT BRIDGE · ×1p01_r07bridge deck/superstructure · ×1
Bridge Limitsother×4 · rectangular dashed outlinep32 crops
Bridge Limits

marksLEFT BRIDGERIGHT BRIDGE

Sealing Ribother×6 · rectangular perimeter ribp124 crops
Sealing Rib
Internal Platesuperstructure×14 · rectangular plate · ASTM A709 Grade 36 or ASTM A1011 Grade 36p123 crops
Internal Plate

also calledinternal plate(s)internal plates

Load Platesuperstructure×4 · rectangular plate · ASTM A709 Grade 36 or ASTM A1011 Grade 36p123 crops
Load Plate

also calledload plates

Proposed Vertical Curveancillary×3 · crest vertical curvep12 crops
Proposed Vertical Curve

marksSR 21 PGL - WESTBOUNDSR 21 PGL - EASTBOUND

Approach Slabdeckrectangularp22 crops
Approach Slab
End Post And Guardrail Attachment Detailancillary×8p22 crops
End Post And Guardrail Attachment Detail
Endfillearthwork×2 · sloped, stepped profilep12 crops
Endfill
Endfill Control Pointother×2 · pointp12 crops
Endfill Control Point
Epoxy Groutmaterialapproved epoxy groutp102 crops
Epoxy Grout
Fence Railancillarycircular pipe · zinc coatedp82 crops
Fence Rail
Foundation Backfill Material Type IIearthworkp22 crops
Foundation Backfill Material Type II

also calledfoundation backfill material

marksTYPE II

  • p2p02_r09 notesfoundation backfill material · TYPE IIp02_r01Foundation backfill material, Type II
Galvanized Nailmaterialgalvanizedp52 crops
Galvanized Nail

also calledgalvanized nailsGalvanized nails

marks10d

Galvanized Pipe Sleeveancillarycircular sleeve · galvanizedp82 crops
Galvanized Pipe Sleeve

also calledpipe sleeve

High Railancillary×2 · horizontal linep12 crops
High Rail

marksTOP OF HIGH RAIL

  • p1p01_r03high rail · ×1p01_r05high rail · TOP OF HIGH RAIL · ×1
Low Modulus Silicone Sealantmaterialnarrow joint seal · siliconep52 crops
Low Modulus Silicone Sealant

marksTYPE A

MSE Wall Abutmentsubstructure×2p22 crops
MSE Wall Abutment

also calledMSE wall abutments

Preformed Silicone Joint Sealmaterial×2 · profiled · siliconep42 crops
Preformed Silicone Joint Seal

marks*

Reinforcement Layout Boundaryother×2 · stepped rectangularp162 crops
Reinforcement Layout Boundary

also calledrectangular reinforcement layout

  • p16p16_r07reinforcement layout boundary · ×1p16_r10rectangular reinforcement layout · ×1
Steel Diaphragmsuperstructuresteelp22 crops
Steel Diaphragm

also calledSteel diaphragms

Superstructure Concrete Class Dmaterialconcretep42 crops
Superstructure Concrete Class D
Temporary Shoringancillary×1 · linearp12 crops
Temporary Shoring
Truss Bracingancillarydiagonal pipe · zinc coatedp82 crops
Truss Bracing
Waterproofingdeck×1 · layerp82 crops
Waterproofing
Abutment Soil Reinforcing Device Insertsubstructurep21 crop
Abutment Soil Reinforcing Device Insert

also calledAbutment soil reinforcing device inserts

  • p2p02_r01Abutment soil reinforcing device inserts
Bearing Pad Holesuperstructure×1 · circularp121 crop
Bearing Pad Hole
Bridge Excavationearthworkp21 crop
Bridge Excavation

also calledBridge excavation, grade separation

  • p2p02_r01Bridge excavation, grade separation
Chamferotherchamfered edgep51 crop
Chamfer
Construction Clearance Envelopeother×1 · rectangularp11 crop
Construction Clearance Envelope
  • p1p01_r05construction clearance envelope · ×1
cross-section profile linematched by name×8 · irregular dashed/solid horizontal profilep31 crop
cross-section profile line
end upright wall/postmatched by name×2 · rectangularp131 crop
end upright wall/post
  • p13p13_r03end upright wall/post · ×2
end vertical blockmatched by name×2 · rectangularp171 crop
end vertical block
  • p17p17_r02end vertical block · ×2
end vertical membermatched by name×2 · rectangularp171 crop
end vertical member
Existing Railroad Right-Of-Way Limitsancillary×16 · vertical dashed linesp31 crop
Existing Railroad Right-Of-Way Limits
Exposed Concrete Edgesotherconcretep21 crop
Exposed Concrete Edges
Grooved Concretepavementconcretep21 crop
Grooved Concrete
Gutterdrainage×2 · linearp11 crop
Gutter
Pile Connectionfoundationp141 crop
Pile Connection
Point Of Vertical Intersectionancillary×1 · pointp11 crop
Point Of Vertical Intersection

marksPVI

Protective Platformancillaryp21 crop
Protective Platform

also calledProtective platforms

Shim Plate Holesuperstructure×1 · circularp121 crop
Shim Plate Hole
Slotsuperstructurerectangularp101 crop
Slot
Spansuperstructurep201 crop
Span

marksSPAN 2 RIGHT

Special Protective Coatingmaterialp101 crop
Special Protective Coating

marksNO. 2 P

  • p10p10_r08Special protective coating · NO. 2 P
Superstructure concretematched by nameconcretep21 crop
Superstructure concrete
  • p2p02_r01Superstructure concrete
Tension Barancillaryflat bar · zinc coatedp81 crop
Tension Bar
Tension Bar Bandancillarybandp81 crop
Tension Bar Band

also calledtension bar bands

Unidentified Partial Outlined Elementother×1 · tapered quadrilateralp71 crop
Unidentified Partial Outlined Element
  • p7p07_r02unidentified partial outlined element · ×1
3Match the ontology35 of 100 matched · 2 to check · 65 unmatchedconfigured openai/gpt-5.6-terra-pro · about $3.48 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.

35% of items placed. The 65 below fit no class — add one to the ontology and match again.

33matched2to check65unmatched35% covered50values70gaps2,833,309tokens in107,196tokens out

65 items the bridge ontology has no class forAdd a class

  • Smooth Dowel Barp2, p10, p11, p12, p13, p14, p15, p17 · 10 crops · ×2The ontology would need a smooth dowel bar component class.
  • Construction Jointp5, p7, p8, p9, p14, p15 · 13 crops · ×8The ontology would need a construction joint component class.
  • Edge Beamp4, p5, p6, p7, p9 · 14 crops · ×27The ontology would need an edge beam component class.
  • Preformed Joint Fillerp4, p5, p8, p9, p12 · 12 crops · ×8The ontology would need a preformed joint filler material class.
  • Beam Centerlinep13, p14, p15, p17, p18 · 6 crops · ×72The ontology would need a beam centerline reference class.
  • Chain Link Fencep1, p2, p7, p8 · 13 crops · ×9The ontology would need a chain-link fence component class.
  • Fence Postp4, p5, p6, p8 · 10 crops · ×4The ontology would need a fence post component class.
  • Bearing Padp7, p8, p9, p12 · 9 crops · ×6The ontology would need a bearing pad component class.
  • Dowel Holep13, p14, p15, p17 · 6 crops · ×8The ontology would need a dowel hole component class.
  • Reinforced Concrete Memberp13, p16, p17 · 18 crops · ×19The item does not identify a specific bridge component; the ontology would need a generic reinforced-concrete member class.
  • Rectangular Structural Memberp13, p16, p17 · 17 crops · ×20The item is too generic; the ontology would need a generic reinforced-concrete structural member class.
  • Wallp1, p13, p17 · 11 crops · ×16The ontology would need a generic structural wall component class.
  • Triangular Drip Beadp7, p8, p9 · 6 crops · ×1The ontology would need a deck drip bead component class.
  • Bearing Centerlinep14, p15, p16 · 3 crops · ×4The ontology would need a bearing centerline reference class.
  • Diaphragm Barp10, p11 · 6 crops · ×4The ontology would need a diaphragm bar component class.
  • Holep10, p11 · 6 crops · ×3The ontology would need a generic formed hole component class.
  • Paving Restp4, p6 · 6 crops · ×10The ontology would need a paving rest component class.
  • Deck Filletp5, p6 · 4 crops · ×4The ontology would need a deck fillet component class.
  • Diaphragm Bar Holep10, p11 · 4 crops · ×8The ontology would need a diaphragm bar hole component class.
  • Hex Nutp10, p11 · 4 crops · ×2The ontology would need a structural nut component class.
  • Low Friction Type Hold Downp10, p11 · 4 crops · ×3The ontology would need a low-friction hold-down device component class.
  • Mechanical Couplerp14, p15 · 4 crops · ×2The ontology would need a mechanical reinforcing-bar coupler component class.
  • Silicone Sealantp4, p9 · 4 crops · ×7The ontology would need a silicone joint sealant material class.
  • Washerp10, p11 · 4 crops · ×3The ontology would need a structural washer component class.
  • Pick-upp10, p11 · 3 cropsThe ontology would need a precast-member lifting pickup component class.
  • Recessp10, p11 · 3 crops · ×2The ontology would need a structural recess component class.
  • Class AA Concretep14, p15 · 2 cropsThe ontology would need a structural concrete material/specification class.
  • End Upstandp13, p17 · 2 crops · ×4The ontology would need an end upstand component class.
  • Epoxy Mortarp10, p11 · 2 cropsThe ontology would need an epoxy mortar material class.
  • Beveled Shim Platep12 · 6 crops · ×4The ontology would need a shim plate component class.
  • Sealing Ribp12 · 4 crops · ×6The ontology would need a sealing rib component class.
  • Internal Platep12 · 3 crops · ×14The ontology would need an internal structural plate component class.
  • Load Platep12 · 3 crops · ×4The ontology would need a load plate component class.
  • Bridge Limitsp3 · 2 crops · ×4The ontology would need a bridge limits reference-boundary class.
  • End Post And Guardrail Attachment Detailp2 · 2 crops · ×8The ontology would need a guardrail attachment component class.
  • Endfill Control Pointp1 · 2 crops · ×2The ontology would need an endfill control-point reference class.
  • Epoxy Groutp10 · 2 cropsThe ontology would need an epoxy grout material class.
  • Fence Railp8 · 2 cropsThe ontology would need a fence rail component class.
  • Galvanized Nailp5 · 2 cropsThe ontology would need a galvanized nail material/component class.
  • Galvanized Pipe Sleevep8 · 2 cropsThe ontology would need a pipe sleeve component class.
  • High Railp1 · 2 crops · ×2The ontology would need a high-rail fence component class.
  • Low Modulus Silicone Sealantp5 · 2 cropsThe ontology would need a low-modulus silicone sealant material class.
  • Preformed Silicone Joint Sealp4 · 2 crops · ×2The ontology would need a preformed silicone joint seal component class.
  • Reinforcement Layout Boundaryp16 · 2 crops · ×2The ontology would need a reinforcement layout boundary reference class.
  • Superstructure Concrete Class Dp4 · 2 cropsThe ontology would need a structural concrete material/specification class.
  • Truss Bracingp8 · 2 cropsThe ontology would need a fence truss-bracing component class.
  • Abutment Soil Reinforcing Device Insertp2 · 1 cropThe ontology would need an abutment soil-reinforcing device insert component class.
  • Bearing Pad Holep12 · 1 crop · ×1The ontology would need a bearing pad hole component class.
  • Chamferp5 · 1 cropThe ontology would need a concrete chamfer feature class.
  • Construction Clearance Envelopep1 · 1 crop · ×1The ontology would need a construction clearance envelope reference class.
  • cross-section profile linep3 · 1 crop · ×8The ontology would need a cross-section profile reference-line class.
  • end upright wall/postp13 · 1 crop · ×2The ontology would need an end upright wall post component class.
  • end vertical blockp17 · 1 crop · ×2The ontology would need an end vertical block component class.
  • end vertical memberp17 · 1 crop · ×2The ontology would need an end vertical member component class.
  • Existing Railroad Right-Of-Way Limitsp3 · 1 crop · ×16The ontology would need a railroad right-of-way boundary reference class.
  • Exposed Concrete Edgesp2 · 1 cropThe ontology would need an exposed concrete edge finish class.
  • Gutterp1 · 1 crop · ×2The ontology would need a bridge gutter drainage component class.
  • Pile Connectionp14 · 1 cropThe ontology would need a pile connection component class.
  • Protective Platformp2 · 1 cropThe ontology would need a protective platform component class.
  • Shim Plate Holep12 · 1 crop · ×1The ontology would need a shim plate hole component class.
  • Slotp10 · 1 cropThe ontology would need a structural slot component class.
  • Superstructure concretep2 · 1 cropThe ontology would need a structural concrete material class.
  • Tension Barp8 · 1 cropThe ontology would need a fence tension bar component class.
  • Tension Bar Bandp8 · 1 cropThe ontology would need a tension bar band component class.
  • Unidentified Partial Outlined Elementp7 · 1 crop · ×1The item is unidentified and cannot be assigned to a defined ontology class.

superstructure9

  • BeamPrestressed Concrete Girderbridge.superstructure.main_load_system.psc_girderp2, p4, p5, p6, p7, p8, p9, p10, p11, p12, p13, p14, p15, p18 · 64 crops · ×2181 read · 1 derived · 2 gapson “PSC beams
  • Deck SlabDeck Slabbridge.superstructure.deck_system.deck_slabp4, p5, p6, p7, p8, p9, p10, p11 · 31 crops · ×282 read · 1 derived · 2 gapson “Deck Slab
  • Concrete DiaphragmDiaphragmbridge.superstructure.secondary_member_system.diaphragmp4, p5, p6, p7, p9 · 10 crops · ×161 read · 4 gapson “Concrete diaphragms
  • BearingBridge Bearing Systemgroupingbridge.superstructure.bearing_systemp1, p8, p11, p14, p16 · 7 crops · ×29on “bearing
  • Expansion JointExpansion Joint Systemgroupingbridge.superstructure.expansion_joint_systemp2, p5 · 2 crops · ×1on “Expansion Joint
  • Bridge SuperstructureBridge Superstructuregroupingbridge.superstructurep1 · 4 crops · ×6on “Bridge Superstructure
  • Steel DiaphragmDiaphragmbridge.superstructure.secondary_member_system.diaphragmp2 · 2 crops1 read · 4 gapson “Steel diaphragms
  • WaterproofingDeck Waterproofingbridge.superstructure.deck_system.waterproofingp8 · 2 crops · ×11 read · 3 gapson “Waterproofing
  • Grooved ConcretecheckWearing Coursebridge.superstructure.deck_system.wearing_coursep2 · 1 crop1 read · 3 gapson “Grooved Concrete

alignment system7

ancillary system6

approach earthwork system5

substructure4

  • BentPier Systemgroupingbridge.substructure.pier_systemp1, p2, p3, p4, p5, p6, p7, p13, p14, p15, p16, p17, p18, p20 · 36 crops · ×86on “Bent
  • Bent CapPier Capbridge.substructure.pier_system.pier_capp7, p9, p13, p14, p15, p16, p17 · 19 crops · ×263 read · 1 derived · 1 gapon “Bent Cap
  • EndwallcheckAbutment Systemgroupingbridge.substructure.abutment_systemp1, p4, p6, p8, p12, p13 · 12 crops · ×22on “end bent / wall
  • ColumnRectangular Pier Shaftbridge.substructure.pier_system.pier_shaft.rectangularp13, p14, p15, p16, p17 · 13 crops · ×242 read · 1 derived · 2 gapson “COLUMN

foundation system3

  • Steel H-pileSteel H Pilebridge.foundation_system.deep_foundation.pile.steel_hp1, p2, p13, p14, p15, p16, p17, p18 · 53 crops · ×3521 read · 2 derived · 2 gapson “Steel H-piles
  • FootingSpread Footingbridge.foundation_system.shallow_foundation.spread_footingp2, p14, p15, p16, p18 · 24 crops · ×543 read · 1 derived · 2 gapson “Footings
  • Pile CapPile Capbridge.foundation_system.deep_foundation.pile_capp1, p13 · 4 crops · ×51 read · 1 derived · 4 gapson “pile cap

construction system1

Index for the agent7010 points · 304 crops · 100 itemsopenai/text-embedding-3-small

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

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

7010 points indexed and up to date, 15 dropped last run.

7,010points stored7,010points ready304crops100items501,248tokens embedded

Collection mindmap_vectors, filtered on projectId = gdot_drawing-83a3db2262b94086918a1e232d2b9607.