Drawing to BOQpipeline control sheet
← Projectsmindmap

GDOT21

gdot_plan-ab5a9057847f41e3bb9d0ead3c6f2c22 · Bridge

Models

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

1Read the crops408 crops · all read · 1932 objects · 4678 measurementsconfigured openai/gpt-5.6-terra-pro · about $4.65 for 408 crops · default

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

All 408 crops read.

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

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

Page 1224 crops · 24 read
item · 1022 × 543

Bearing Pad

page 12 · bearing_pad_p12_r11
Original
Bearing Pad
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown as a layered pad with a central thickness dimension marked T."
    },
    {
      "name": "load plate",
      "tag": "",
      "shape": "rectangular plate",
      "material": "",
      "count": 2,
      "note": "Top and bottom load plates are called out."
    },
    {
      "name": "sealing rib",
      "tag": "",
      "shape": "linear rib",
      "material": "",
      "count": 2,
      "note": "Top and bottom sealing ribs are called out."
    },
    {
      "name": "internal plate",
      "tag": "",
      "shape": "rectangular plate",
      "material": "",
      "count": 8,
      "note": "Eight internal plate elements are visibly depicted, four at each end of the pad."
    }
  ],
  "measurements": [
    {
      "label": "load plate thickness",
      "value": "3/16\"",
      "unit": "",
      "appliesTo": "load plates, top and bottom"
    },
    {
      "label": "sealing rib thickness",
      "value": "3/16\"",
      "unit": "",
      "appliesTo": "sealing rib, top and bottom"
    },
    {
      "label": "internal plate gauge",
      "value": "12",
      "unit": "GAGE",
      "appliesTo": "internal plates"
    }
  ],
  "notes": [
    "3/16\" LOAD PLATES, TOP AND BOTTOM",
    "3/16\" SEALING RIB, TOP AND BOTTOM",
    "12 GAGE INTERNAL PLATES"
  ],
  "labels": [
    "T",
    "BEARING PAD"
  ],
  "description": "This crop shows a cross-sectional detail of a rectangular bearing pad. The detail identifies top and bottom load plates and sealing ribs, plus 12 gauge internal plates and a variable thickness denoted T."
}

Bearing Pad

done

bearing_pad_p12_r11Substructurecross section

Cross Section4 objects · 3 measurements · 3 notes · 2 labels

This crop shows a cross-sectional detail of a rectangular bearing pad. The detail identifies top and bottom load plates and sealing ribs, plus 12 gauge internal plates and a variable thickness denoted T.

Objects · 4

ObjectNo.ShapeNote
bearing pad1rectangularShown as a layered pad with a central thickness dimension marked T.
load plate2rectangular plateTop and bottom load plates are called out.
sealing rib2linear ribTop and bottom sealing ribs are called out.
internal plate8rectangular plateEight internal plate elements are visibly depicted, four at each end of the pad.

Measurements · 3

MeasurementValueUnitApplies to
load plate thickness3/16"load plates, top and bottom
sealing rib thickness3/16"sealing rib, top and bottom
internal plate gauge12GAGEinternal plates

Labels

TBEARING PAD

Notes

  • 3/16" LOAD PLATES, TOP AND BOTTOM
  • 3/16" SEALING RIB, TOP AND BOTTOM
  • 12 GAGE INTERNAL PLATES

openai/gpt-5.6-terra-pro · 11979 tokens · 24.9s

item · 2306 × 802

Bearing Pad Schedule

page 12 · bearing_pad_schedule_p12_r10
Original
Bearing Pad Schedule
{
  "view": "Schedule",
  "objects": [
    {
      "name": "Bearing pad",
      "tag": "1",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Schedule entry for Bent 1."
    },
    {
      "name": "Bearing pad",
      "tag": "2 BACK",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Schedule entry for Bent 2 back."
    },
    {
      "name": "Bearing pad",
      "tag": "2 AHEAD",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Schedule entry for Bent 2 ahead."
    },
    {
      "name": "Bearing pad",
      "tag": "3 BACK",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Schedule entry for Bent 3 back."
    },
    {
      "name": "Bearing pad",
      "tag": "3 AHEAD",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Schedule entry for Bent 3 ahead."
    },
    {
      "name": "Bearing pad",
      "tag": "4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Schedule entry for Bent 4."
    }
  ],
  "measurements": [
    {
      "label": "W",
      "value": "16”",
      "unit": "in.",
      "appliesTo": "1"
    },
    {
      "label": "L",
      "value": "12”",
      "unit": "in.",
      "appliesTo": "1"
    },
    {
      "label": "T",
      "value": "4”",
      "unit": "in.",
      "appliesTo": "1"
    },
    {
      "label": "NUMBER OF INTERNAL PLATE(S)",
      "value": "3",
      "unit": "",
      "appliesTo": "1"
    },
    {
      "label": "DESIGN SHEAR DEFLECTION",
      "value": "3/8”",
      "unit": "in.",
      "appliesTo": "1"
    },
    {
      "label": "DEAD LOAD",
      "value": "55",
      "unit": "KIPS",
      "appliesTo": "1"
    },
    {
      "label": "LIVE LOAD (NO IMPACT)",
      "value": "63",
      "unit": "KIPS",
      "appliesTo": "1"
    },
    {
      "label": "DEAD LOAD + LIVE LOAD",
      "value": "118",
      "unit": "KIPS",
      "appliesTo": "1"
    },
    {
      "label": "T1",
      "value": "1/4”",
      "unit": "in.",
      "appliesTo": "1"
    },
    {
      "label": "T2",
      "value": "1/2”",
      "unit": "in.",
      "appliesTo": "1"
    },
    {
      "label": "W",
      "value": "16”",
      "unit": "in.",
      "appliesTo": "2 BACK"
    },
    {
      "label": "L",
      "value": "12”",
      "unit": "in.",
      "appliesTo": "2 BACK"
    },
    {
      "label": "T",
      "value": "4”",
      "unit": "in.",
      "appliesTo": "2 BACK"
    },
    {
      "label": "NUMBER OF INTERNAL PLATE(S)",
      "value": "3",
      "unit": "",
      "appliesTo": "2 BACK"
    },
    {
      "label": "DESIGN SHEAR DEFLECTION",
      "value": "0",
      "unit": "",
      "appliesTo": "2 BACK"
    },
    {
      "label": "DEAD LOAD",
      "value": "47",
      "unit": "KIPS",
      "appliesTo": "2 BACK"
    },
    {
      "label": "LIVE LOAD (NO IMPACT)",
      "value": "61",
      "unit": "KIPS",
      "appliesTo": "2 BACK"
    },
    {
      "label": "DEAD LOAD + LIVE LOAD",
      "value": "108",
      "unit": "KIPS",
      "appliesTo": "2 BACK"
    },
    {
      "label": "T1",
      "value": "-",
      "unit": "",
      "appliesTo": "2 BACK"
    },
    {
      "label": "T2",
      "value": "-",
      "unit": "",
      "appliesTo": "2 BACK"
    },
    {
      "label": "W",
      "value": "18”",
      "unit": "in.",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "L",
      "value": "10”",
      "unit": "in.",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "T",
      "value": "1 3/4”",
      "unit": "in.",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "NUMBER OF INTERNAL PLATE(S)",
      "value": "1",
      "unit": "",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "DESIGN SHEAR DEFLECTION",
      "value": "0",
      "unit": "",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "DEAD LOAD",
      "value": "79",
      "unit": "KIPS",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "LIVE LOAD (NO IMPACT)",
      "value": "71",
      "unit": "KIPS",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "DEAD LOAD + LIVE LOAD",
      "value": "150",
      "unit": "KIPS",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "T1",
      "value": "-",
      "unit": "",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "T2",
      "value": "-",
      "unit": "",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "W",
      "value": "18”",
      "unit": "in.",
      "appliesTo": "3 BACK"
    },
    {
      "label": "L",
      "value": "10”",
      "unit": "in.",
      "appliesTo": "3 BACK"
    },
    {
      "label": "T",
      "value": "1 3/4”",
      "unit": "in.",
      "appliesTo": "3 BACK"
    },
    {
      "label": "NUMBER OF INTERNAL PLATE(S)",
      "value": "1",
      "unit": "",
      "appliesTo": "3 BACK"
    },
    {
      "label": "DESIGN SHEAR DEFLECTION",
      "value": "1/2”",
      "unit": "in.",
      "appliesTo": "3 BACK"
    },
    {
      "label": "DEAD LOAD",
      "value": "79",
      "unit": "KIPS",
      "appliesTo": "3 BACK"
    },
    {
      "label": "LIVE LOAD (NO IMPACT)",
      "value": "71",
      "unit": "KIPS",
      "appliesTo": "3 BACK"
    },
    {
      "label": "DEAD LOAD + LIVE LOAD",
      "value": "150",
      "unit": "KIPS",
      "appliesTo": "3 BACK"
    },
    {
      "label": "T1",
      "value": "-",
      "unit": "",
      "appliesTo": "3 BACK"
    },
    {
      "label": "T2",
      "value": "-",
      "unit": "",
      "appliesTo": "3 BACK"
    },
    {
      "label": "W",
      "value": "16”",
      "unit": "in.",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "L",
      "value": "12”",
      "unit": "in.",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "T",
      "value": "4”",
      "unit": "in.",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "NUMBER OF INTERNAL PLATE(S)",
      "value": "3",
      "unit": "",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "DESIGN SHEAR DEFLECTION",
      "value": "1/2”",
      "unit": "in.",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "DEAD LOAD",
      "value": "47",
      "unit": "KIPS",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "LIVE LOAD (NO IMPACT)",
      "value": "61",
      "unit": "KIPS",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "DEAD LOAD + LIVE LOAD",
      "value": "108",
      "unit": "KIPS",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "T1",
      "value": "-",
      "unit": "",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "T2",
      "value": "-",
      "unit": "",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "W",
      "value": "16”",
      "unit": "in.",
      "appliesTo": "4"
    },
    {
      "label": "L",
      "value": "12”",
      "unit": "in.",
      "appliesTo": "4"
    },
    {
      "label": "T",
      "value": "4”",
      "unit": "in.",
      "appliesTo": "4"
    },
    {
      "label": "NUMBER OF INTERNAL PLATE(S)",
      "value": "3",
      "unit": "",
      "appliesTo": "4"
    },
    {
      "label": "DESIGN SHEAR DEFLECTION",
      "value": "7/8”",
      "unit": "in.",
      "appliesTo": "4"
    },
    {
      "label": "DEAD LOAD",
      "value": "55",
      "unit": "KIPS",
      "appliesTo": "4"
    },
    {
      "label": "LIVE LOAD (NO IMPACT)",
      "value": "63",
      "unit": "KIPS",
      "appliesTo": "4"
    },
    {
      "label": "DEAD LOAD + LIVE LOAD",
      "value": "118",
      "unit": "KIPS",
      "appliesTo": "4"
    },
    {
      "label": "T1",
      "value": "1/2”",
      "unit": "in.",
      "appliesTo": "4"
    },
    {
      "label": "T2",
      "value": "1/4”",
      "unit": "in.",
      "appliesTo": "4"
    }
  ],
  "notes": [],
  "labels": [
    "BENT",
    "BEARING PADS",
    "W",
    "L",
    "T",
    "NUMBER OF INTERNAL PLATE(S)",
    "DESIGN SHEAR DEFLECTION",
    "DESIGN LOADS (KIPS)",
    "DEAD LOAD",
    "LIVE LOAD (NO IMPACT)",
    "DEAD LOAD + LIVE LOAD",
    "BEVELED SHIM PLATES",
    "T1",
    "T2"
  ],
  "description": "This crop is a bearing pad schedule for bents 1 through 4, including separate back and ahead entries at Bents 2 and 3. It tabulates bearing pad dimensions, internal plates, design shear deflection, design loads, and beveled shim plate thicknesses."
}

Bearing Pad Schedule

done

bearing_pad_schedule_p12_r10Substructure

Schedule6 objects · 60 measurements · 14 labels

This crop is a bearing pad schedule for bents 1 through 4, including separate back and ahead entries at Bents 2 and 3. It tabulates bearing pad dimensions, internal plates, design shear deflection, design loads, and beveled shim plate thicknesses.

Objects · 6

MarkObjectNote
1Bearing padSchedule entry for Bent 1.
2 BACKBearing padSchedule entry for Bent 2 back.
2 AHEADBearing padSchedule entry for Bent 2 ahead.
3 BACKBearing padSchedule entry for Bent 3 back.
3 AHEADBearing padSchedule entry for Bent 3 ahead.
4Bearing padSchedule entry for Bent 4.

Measurements · 60

MeasurementValueUnitApplies to
W16”in.1
L12”in.1
T4”in.1
NUMBER OF INTERNAL PLATE(S)31
DESIGN SHEAR DEFLECTION3/8”in.1
DEAD LOAD55KIPS1
LIVE LOAD (NO IMPACT)63KIPS1
DEAD LOAD + LIVE LOAD118KIPS1
T11/4”in.1
T21/2”in.1
W16”in.2 BACK
L12”in.2 BACK
T4”in.2 BACK
NUMBER OF INTERNAL PLATE(S)32 BACK
DESIGN SHEAR DEFLECTION02 BACK
DEAD LOAD47KIPS2 BACK
LIVE LOAD (NO IMPACT)61KIPS2 BACK
DEAD LOAD + LIVE LOAD108KIPS2 BACK
T1-2 BACK
T2-2 BACK
W18”in.2 AHEAD
L10”in.2 AHEAD
T1 3/4”in.2 AHEAD
NUMBER OF INTERNAL PLATE(S)12 AHEAD
DESIGN SHEAR DEFLECTION02 AHEAD
DEAD LOAD79KIPS2 AHEAD
LIVE LOAD (NO IMPACT)71KIPS2 AHEAD
DEAD LOAD + LIVE LOAD150KIPS2 AHEAD
T1-2 AHEAD
T2-2 AHEAD
W18”in.3 BACK
L10”in.3 BACK
T1 3/4”in.3 BACK
NUMBER OF INTERNAL PLATE(S)13 BACK
DESIGN SHEAR DEFLECTION1/2”in.3 BACK
DEAD LOAD79KIPS3 BACK
LIVE LOAD (NO IMPACT)71KIPS3 BACK
DEAD LOAD + LIVE LOAD150KIPS3 BACK
T1-3 BACK
T2-3 BACK
W16”in.3 AHEAD
L12”in.3 AHEAD
T4”in.3 AHEAD
NUMBER OF INTERNAL PLATE(S)33 AHEAD
DESIGN SHEAR DEFLECTION1/2”in.3 AHEAD
DEAD LOAD47KIPS3 AHEAD
LIVE LOAD (NO IMPACT)61KIPS3 AHEAD
DEAD LOAD + LIVE LOAD108KIPS3 AHEAD
T1-3 AHEAD
T2-3 AHEAD
W16”in.4
L12”in.4
T4”in.4
NUMBER OF INTERNAL PLATE(S)34
DESIGN SHEAR DEFLECTION7/8”in.4
DEAD LOAD55KIPS4
LIVE LOAD (NO IMPACT)63KIPS4
DEAD LOAD + LIVE LOAD118KIPS4
T11/2”in.4
T21/4”in.4

Labels

BENTBEARING PADSWLTNUMBER OF INTERNAL PLATE(S)DESIGN SHEAR DEFLECTIONDESIGN LOADS (KIPS)DEAD LOADLIVE LOAD (NO IMPACT)DEAD LOAD + LIVE LOADBEVELED SHIM PLATEST1T2

openai/gpt-5.6-terra-pro · 25743 tokens · 31.2s

item · 1844 × 1276

bent 1

page 12 · bent_1
Original
bent 1
{
  "view": "Plan",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular, hatched",
      "material": "",
      "count": 1,
      "note": "Shown at the end of the upper beam."
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Called out at the bearing pad."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bearing location is called out; individual bearing geometry is not fully shown."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three parallel beam outlines are visible."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "diagonal/angled",
      "material": "",
      "count": 1,
      "note": "Called out at the left end of the beams."
    }
  ],
  "measurements": [
    {
      "label": "vertical dimension at upper beam/bearing area",
      "value": "1″",
      "unit": "",
      "appliesTo": "beam / bearing pad area"
    }
  ],
  "notes": [
    "℄ BEARING PAD = ℄ BEVELED SHIM PLATE",
    "℄ BEARING",
    "℄ BEAM",
    "B.F.P.R. → ENDWALL"
  ],
  "labels": [
    "A",
    "A",
    "PLAN",
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR"
  ],
  "description": "This crop is a plan view of the beam-end and bearing arrangement at Bent 1, with Bent 4 noted as similar. It shows three parallel beams adjacent to an angled endwall, with a bearing pad and beveled shim plate called out at the upper beam end."
}

bent 1

done

bent_1SubstructureElevation

Plan5 objects · 1 measurement · 4 notes · 5 labels

This crop is a plan view of the beam-end and bearing arrangement at Bent 1, with Bent 4 noted as similar. It shows three parallel beams adjacent to an angled endwall, with a bearing pad and beveled shim plate called out at the upper beam end.

Objects · 5

ObjectNo.ShapeNote
bearing pad1rectangular, hatchedShown at the end of the upper beam.
beveled shim plate1rectangularCalled out at the bearing pad.
bearingBearing location is called out; individual bearing geometry is not fully shown.
beam3rectangularThree parallel beam outlines are visible.
endwall1diagonal/angledCalled out at the left end of the beams.

Measurements · 1

MeasurementValueApplies to
vertical dimension at upper beam/bearing area1″beam / bearing pad area

Labels

AAPLANBENT 1 SHOWNBENT 4 SIMILAR

Notes

  • ℄ BEARING PAD = ℄ BEVELED SHIM PLATE
  • ℄ BEARING
  • ℄ BEAM
  • B.F.P.R. → ENDWALL

openai/gpt-5.6-terra-pro · 19089 tokens · 28.4s

item · 1199 × 958

Beveled Shim Plate And Bearing Pad At Beam

page 12 · beveled_shim_plate_and_bearing_pad_at_beam_p12_r02
Original
Beveled Shim Plate And Bearing Pad At Beam
{
  "view": "Section",
  "objects": [
    {
      "name": "Beam",
      "tag": "℄ BEAM",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Partial beam end shown at bearing."
    },
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "beveled plate",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Smooth dowel",
      "tag": "",
      "shape": "circular rod",
      "material": "",
      "count": 1,
      "note": "Vertical dowel shown through bearing assembly."
    },
    {
      "name": "Preformed foam joint filler",
      "tag": "",
      "shape": "rectangular hatched symbol",
      "material": "foam",
      "count": 1,
      "note": "Shown as a note symbol."
    }
  ],
  "measurements": [
    {
      "label": "Shim/bearing assembly vertical dimension",
      "value": "5/8\"",
      "unit": "",
      "appliesTo": "Beveled shim plate / bearing pad"
    },
    {
      "label": "Bearing pad vertical dimension",
      "value": "1\"",
      "unit": "",
      "appliesTo": "Bearing pad"
    },
    {
      "label": "Dowel vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "Smooth dowel"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.",
    "ENDWALL NOT SHOWN"
  ],
  "labels": [
    "SECTION A-A"
  ],
  "description": "This crop shows Section A-A through a beam bearing assembly. A tapered beam end bears on a beveled shim plate and bearing pad, with a 1 1/2-inch diameter smooth dowel extending below; the endwall is explicitly noted as not shown."
}

Beveled Shim Plate And Bearing Pad At Beam

done

beveled_shim_plate_and_bearing_pad_at_beam_p12_r02Substructurecross section

Section5 objects · 4 measurements · 2 notes · 1 label

This crop shows Section A-A through a beam bearing assembly. A tapered beam end bears on a beveled shim plate and bearing pad, with a 1 1/2-inch diameter smooth dowel extending below; the endwall is explicitly noted as not shown.

Objects · 5

MarkObjectNo.ShapeMaterialNote
℄ BEAMBeam1taperedPartial beam end shown at bearing.
Beveled shim plate1beveled plate
Bearing pad1rectangular
Smooth dowel1circular rodVertical dowel shown through bearing assembly.
Preformed foam joint filler1rectangular hatched symbolfoamShown as a note symbol.

Measurements · 4

MeasurementValueApplies to
Shim/bearing assembly vertical dimension5/8"Beveled shim plate / bearing pad
Bearing pad vertical dimension1"Bearing pad
Dowel vertical dimension1'-0"Smooth dowel
Dowel diameter1 1/2"Smooth dowel

Labels

SECTION A-A

Notes

  • PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.
  • ENDWALL NOT SHOWN

openai/gpt-5.6-terra-pro · 17787 tokens · 38.8s

item · 1138 × 1548

Beveled Shim Plate

page 12 · beveled_shim_plate_p12_r07
Original
Beveled Shim Plate
{
  "view": "Section",
  "objects": [
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "rectangular plate with central circular hole",
      "material": "",
      "count": 1,
      "note": "Shown centered on horizontal and vertical centerlines."
    },
    {
      "name": "Hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Located at the plate center."
    },
    {
      "name": "Preformed foam joint filler",
      "tag": "",
      "shape": "rectangular hatched symbol",
      "material": "preformed foam",
      "count": 1,
      "note": "Shown as a hatched symbol beside the specification note."
    }
  ],
  "measurements": [
    {
      "label": "Overall plate length",
      "value": "L+2”",
      "unit": "",
      "appliesTo": "Beveled shim plate"
    },
    {
      "label": "Half plate length",
      "value": "(L+2”)/2",
      "unit": "",
      "appliesTo": "Beveled shim plate"
    },
    {
      "label": "Half plate length",
      "value": "(L+2”)/2",
      "unit": "",
      "appliesTo": "Beveled shim plate"
    },
    {
      "label": "Overall plate width",
      "value": "W+2”",
      "unit": "",
      "appliesTo": "Beveled shim plate"
    },
    {
      "label": "Half plate width",
      "value": "(W+2”)/2",
      "unit": "",
      "appliesTo": "Beveled shim plate"
    },
    {
      "label": "Half plate width",
      "value": "(W+2”)/2",
      "unit": "",
      "appliesTo": "Beveled shim plate"
    },
    {
      "label": "Hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "Hole"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 GEORGIA DOT SPECIFICATIONS.",
    "ENDWALL NOT SHOWN",
    "BEVELED SHIM PLATE = 3” DIAMETER HOLE"
  ],
  "labels": [
    "SECTION A-A",
    "B"
  ],
  "description": "This crop shows SECTION A-A of a rectangular beveled shim plate, with a centrally located circular 3-inch-diameter hole. The plate plan dimensions are expressed as L+2 inches by W+2 inches, with centerline half-dimensions shown; the endwall is noted as not shown."
}

Beveled Shim Plate

done

beveled_shim_plate_p12_r07Substructure

Section3 objects · 7 measurements · 3 notes · 2 labels

This crop shows SECTION A-A of a rectangular beveled shim plate, with a centrally located circular 3-inch-diameter hole. The plate plan dimensions are expressed as L+2 inches by W+2 inches, with centerline half-dimensions shown; the endwall is noted as not shown.

Objects · 3

ObjectNo.ShapeMaterialNote
Beveled shim plate1rectangular plate with central circular holeShown centered on horizontal and vertical centerlines.
Hole1circularLocated at the plate center.
Preformed foam joint filler1rectangular hatched symbolpreformed foamShown as a hatched symbol beside the specification note.

Measurements · 7

MeasurementValueApplies to
Overall plate lengthL+2”Beveled shim plate
Half plate length(L+2”)/2Beveled shim plate
Half plate length(L+2”)/2Beveled shim plate
Overall plate widthW+2”Beveled shim plate
Half plate width(W+2”)/2Beveled shim plate
Half plate width(W+2”)/2Beveled shim plate
Hole diameter3”Hole

Labels

SECTION A-AB

Notes

  • PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 GEORGIA DOT SPECIFICATIONS.
  • ENDWALL NOT SHOWN
  • BEVELED SHIM PLATE = 3” DIAMETER HOLE

openai/gpt-5.6-terra-pro · 17919 tokens · 25.9s

item · 1075 × 432

Beveled Shim Plate

page 12 · beveled_shim_plate_p12_r12
Original
Beveled Shim Plate
{
  "view": "Section",
  "objects": [
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "tapered rectangular plate",
      "material": "",
      "count": 1,
      "note": "Plate is shown with a beveled/sloping top face and two internal vertical division lines."
    }
  ],
  "measurements": [
    {
      "label": "T₁",
      "value": "T₁",
      "unit": "",
      "appliesTo": "beveled shim plate thickness at left end"
    },
    {
      "label": "T₂",
      "value": "T₂",
      "unit": "",
      "appliesTo": "beveled shim plate thickness at right end"
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "SECTION B-B",
    "BEVELED SHIM PLATE"
  ],
  "description": "This crop shows Section B-B of a beveled shim plate. The plate is drawn in section with a sloping upper face in the AHEAD direction and thicknesses identified as T₁ at the left end and T₂ at the right end."
}

Beveled Shim Plate

done

beveled_shim_plate_p12_r12SubstructureElevation

Section1 object · 2 measurements · 3 labels

This crop shows Section B-B of a beveled shim plate. The plate is drawn in section with a sloping upper face in the AHEAD direction and thicknesses identified as T₁ at the left end and T₂ at the right end.

Objects · 1

ObjectNo.ShapeNote
beveled shim plate1tapered rectangular platePlate is shown with a beveled/sloping top face and two internal vertical division lines.

Measurements · 2

MeasurementValueApplies to
T₁T₁beveled shim plate thickness at left end
T₂T₂beveled shim plate thickness at right end

Labels

AHEADSECTION B-BBEVELED SHIM PLATE

openai/gpt-5.6-terra-pro · 8932 tokens · 10.9s

item · 2527 × 782

Beveled Shim Plate

page 12 · beveled_shim_plate_p12_r16
Original
Beveled Shim Plate
{
  "view": "Elevation",
  "objects": [
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "tapered rectangular plate",
      "material": "",
      "count": 1,
      "note": "Shown with two internal division lines; thickness is indicated at each end."
    }
  ],
  "measurements": [
    {
      "label": "thickness at left end",
      "value": "T₁",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "thickness at right end",
      "value": "T₂",
      "unit": "",
      "appliesTo": "beveled shim plate"
    }
  ],
  "notes": [],
  "labels": [
    "BEVELED SHIM PLATE",
    "aruna sastry",
    "5/28/2025",
    "4:47:40 PM"
  ],
  "description": "This crop shows an elevation/detail of a single beveled shim plate. The plate is drawn with a tapered top face and thickness callouts T₁ at the left end and T₂ at the right end."
}

Beveled Shim Plate

done

beveled_shim_plate_p12_r16SubstructureElevation

Elevation1 object · 2 measurements · 4 labels

This crop shows an elevation/detail of a single beveled shim plate. The plate is drawn with a tapered top face and thickness callouts T₁ at the left end and T₂ at the right end.

Objects · 1

ObjectNo.ShapeNote
beveled shim plate1tapered rectangular plateShown with two internal division lines; thickness is indicated at each end.

Measurements · 2

MeasurementValueApplies to
thickness at left endT₁beveled shim plate
thickness at right endT₂beveled shim plate

Labels

BEVELED SHIM PLATEaruna sastry5/28/20254:47:40 PM

openai/gpt-5.6-terra-pro · 12849 tokens · 21.4s

item · 459 × 536

Engineer Seal

page 12 · engineer_seal_p12_r15
Original
Engineer Seal
{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "GEORGIA",
    "REGISTERED",
    "No.19371",
    "PROFESSIONAL",
    "ENGINEER",
    "ARUNA SASTRY",
    "DATE",
    "REVISIONS"
  ],
  "description": "This crop shows an engineer's professional registration seal within the sheet title-block area. A partial adjacent title-block column is visible with the labels DATE and REVISIONS; no constructional work items are shown."
}

Engineer Seal

done

engineer_seal_p12_r15

Title Block8 labels

This crop shows an engineer's professional registration seal within the sheet title-block area. A partial adjacent title-block column is visible with the labels DATE and REVISIONS; no constructional work items are shown.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

GEORGIAREGISTEREDNo.19371PROFESSIONALENGINEERARUNA SASTRYDATEREVISIONS

openai/gpt-5.6-terra-pro · 7032 tokens · 7.5s

crop · 1820 × 1260

p12_r01 plan of endwall and bearing assembly bent 1

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r01_plan_of_endwall_and_bearing_assembly_bent_1
Original
p12_r01 plan of endwall and bearing assembly bent 1
{
  "view": "Plan",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Called out with beveled shim plate."
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "rectangular, beveled",
      "material": "",
      "count": null,
      "note": "Shown at bearing pad."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three parallel beam outlines are visible."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "sloping linear",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "shim plate thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "beveled shim plate"
    }
  ],
  "notes": [
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR"
  ],
  "labels": [
    "B.F.P.R.",
    "ENDWALL",
    "PLAN",
    "A",
    "BEARING PAD =",
    "BEVELED SHIM PLATE",
    "BEARING",
    "BEAM"
  ],
  "description": "This crop shows a plan view of Bent 1, with Bent 4 noted as similar. It documents the beam ends at an endwall, including bearing pads, beveled shim plates, bearings, and Section A-A reference arrows."
}

p12_r01 plan of endwall and bearing assembly bent 1

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r01_plan_of_endwall_and_bearing_assembly_bent_1

Plan5 objects · 1 measurement · 2 notes · 8 labels

This crop shows a plan view of Bent 1, with Bent 4 noted as similar. It documents the beam ends at an endwall, including bearing pads, beveled shim plates, bearings, and Section A-A reference arrows.

Objects · 5

ObjectNo.ShapeNote
bearing padrectangularCalled out with beveled shim plate.
beveled shim platerectangular, beveledShown at bearing pad.
bearingrectangular
beam3rectangularThree parallel beam outlines are visible.
endwall1sloping linear

Measurements · 1

MeasurementValueApplies to
shim plate thickness1”beveled shim plate

Labels

B.F.P.R.ENDWALLPLANABEARING PAD =BEVELED SHIM PLATEBEARINGBEAM

Notes

  • BENT 1 SHOWN
  • BENT 4 SIMILAR

openai/gpt-5.6-terra-pro · 19781 tokens · 25.9s

crop · 1152 × 927

p12_r02 section through beam showing bearing pad shim plate and dowel

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r02_section_through_beam_showing_bearing_pad_shim_plate_and_dowel
Original
p12_r02 section through beam showing bearing pad shim plate and dowel
{
  "view": "Section",
  "objects": [
    {
      "name": "beam",
      "tag": "C BEAM",
      "shape": "I-girder / beam section",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "beveled plate",
      "material": "",
      "count": 1,
      "note": "Located between beam and bearing pad."
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular rod",
      "material": "",
      "count": 1,
      "note": "Vertical dowel shown at beam centerline."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "rectangular",
      "material": "preformed foam",
      "count": null,
      "note": "Shown by a hatched symbol; placement is not shown in this crop."
    }
  ],
  "measurements": [
    {
      "label": "shim plate thickness",
      "value": "5/8”",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "bearing pad thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "dowel length",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "dowel diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "smooth dowel"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS."
  ],
  "labels": [
    "ENDWALL NOT SHOWN",
    "SECTION A-A"
  ],
  "description": "This crop is Section A-A through the bearing arrangement below a C BEAM. It shows a beveled shim plate and bearing pad over the support, with a vertical smooth dowel; the endwall is specifically noted as not shown."
}

p12_r02 section through beam showing bearing pad shim plate and dowel

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r02_section_through_beam_showing_bearing_pad_shim_plate_and_dowel

Section5 objects · 4 measurements · 1 note · 2 labels

This crop is Section A-A through the bearing arrangement below a C BEAM. It shows a beveled shim plate and bearing pad over the support, with a vertical smooth dowel; the endwall is specifically noted as not shown.

Objects · 5

MarkObjectNo.ShapeMaterialNote
C BEAMbeam1I-girder / beam section
beveled shim plate1beveled plateLocated between beam and bearing pad.
bearing pad1rectangular
smooth dowel1circular rodVertical dowel shown at beam centerline.
preformed foam joint fillerrectangularpreformed foamShown by a hatched symbol; placement is not shown in this crop.

Measurements · 4

MeasurementValueApplies to
shim plate thickness5/8”beveled shim plate
bearing pad thickness1”bearing pad
dowel length1'-0”smooth dowel
dowel diameter1 1/2”smooth dowel

Labels

ENDWALL NOT SHOWNSECTION A-A

Notes

  • PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.

openai/gpt-5.6-terra-pro · 14272 tokens · 22.8s

crop · 1123 × 938

p12_r03 skewed plan of bearing pad and endwall alignment

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r03_skewed_plan_of_bearing_pad_and_endwall_alignment
Original
p12_r03 skewed plan of bearing pad and endwall alignment
{
  "view": "Plan",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three parallel beam outlines are shown."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Identified by a centerline callout."
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Centerline is noted as equal to the beveled shim plate centerline."
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown by dashed outlines at the beam end."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "skewed linear wall",
      "material": "",
      "count": 1,
      "note": "Labeled ENDWALL."
    }
  ],
  "measurements": [
    {
      "label": "shim plate thickness",
      "value": "1″",
      "unit": "",
      "appliesTo": "beveled shim plate"
    }
  ],
  "notes": [
    "℄ BEARING PAD = ℄ BEVELED SHIM PLATE"
  ],
  "labels": [
    "B.F.P.R.",
    "A-A",
    "PLAN",
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR"
  ],
  "description": "This crop is a plan view of the beam-end and endwall arrangement for Bent 1. It shows three parallel beams, bearing/shim-pad centerline information, and a skewed endwall; Bent 4 is stated to be similar."
}

p12_r03 skewed plan of bearing pad and endwall alignment

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r03_skewed_plan_of_bearing_pad_and_endwall_alignment

Plan5 objects · 1 measurement · 1 note · 5 labels

This crop is a plan view of the beam-end and endwall arrangement for Bent 1. It shows three parallel beams, bearing/shim-pad centerline information, and a skewed endwall; Bent 4 is stated to be similar.

Objects · 5

ObjectNo.ShapeNote
beam3rectangularThree parallel beam outlines are shown.
bearingIdentified by a centerline callout.
bearing padrectangularCenterline is noted as equal to the beveled shim plate centerline.
beveled shim platerectangularShown by dashed outlines at the beam end.
endwall1skewed linear wallLabeled ENDWALL.

Measurements · 1

MeasurementValueApplies to
shim plate thickness1″beveled shim plate

Labels

B.F.P.R.A-APLANBENT 1 SHOWNBENT 4 SIMILAR

Notes

  • ℄ BEARING PAD = ℄ BEVELED SHIM PLATE

openai/gpt-5.6-terra-pro · 16172 tokens · 32.1s

crop · 1896 × 936

p12_r04 notes of bearing pad design notes

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r04_notes_of_bearing_pad_design_notes
Original
p12_r04 notes of bearing pad design notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "60 durometer hardness neoprene, Grade 2 or higher",
      "count": null,
      "note": "Designed and furnished to AASHTO LRFD bridge specifications."
    },
    {
      "name": "smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "ASTM A709 Grade 50",
      "count": null,
      "note": ""
    },
    {
      "name": "load plates",
      "tag": "",
      "shape": "plate",
      "material": "ASTM A709 Grade 36 or ASTM A1011 Grade 36",
      "count": null,
      "note": ""
    },
    {
      "name": "internal plates",
      "tag": "",
      "shape": "plate",
      "material": "ASTM A709 Grade 36 or ASTM A1011 Grade 36",
      "count": null,
      "note": "Required internal plates are to be equally spaced between load plates."
    },
    {
      "name": "beveled shim plates",
      "tag": "",
      "shape": "beveled plate",
      "material": "ASTM A709 Grade 36",
      "count": null,
      "note": "To be galvanized in accordance with ASTM A123."
    }
  ],
  "measurements": [
    {
      "label": "smooth dowel diameter",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "smooth dowels"
    },
    {
      "label": "bearing pad hardness",
      "value": "60",
      "unit": "durometer",
      "appliesTo": "bearing pads"
    },
    {
      "label": "hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "bearing pads"
    },
    {
      "label": "cover",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "bearing pads"
    },
    {
      "label": "load plate thickness",
      "value": "3/16”",
      "unit": "",
      "appliesTo": "load plates"
    },
    {
      "label": "internal plate gage",
      "value": "12",
      "unit": "GAGE",
      "appliesTo": "internal plates"
    },
    {
      "label": "mold draft",
      "value": "1 1/2°",
      "unit": "",
      "appliesTo": "bearing pads"
    }
  ],
  "notes": [
    "1. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.",
    "2. 1/2” DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.",
    "3. BEARING PADS SHALL BE MADE OF 60 DUROMETER HARDNESS NEOPRENE, GRADE 2 OR HIGHER.",
    "4. 3” DIAMETER HOLE IN BEARING PADS MAY BE FORMED OR DRILLED.",
    "5. BEARING PADS SHALL HAVE 1/4” COVER ON THE TOP, BOTTOM, AND SIDES AND AROUND THE HOLE.",
    "6. 3/16” LOAD PLATES AND 12 GAGE INTERNAL PLATE(S) (IF REQUIRED) SHALL BE ASTM A709 GRADE 36 OR ASTM A1011 GRADE 36.",
    "7. NUMBER OF INTERNAL PLATES SHOWN FOR ILLUSTRATION PURPOSES ONLY. THE NUMBER OF INTERNAL PLATE(S) SPECIFIED SHALL BE EQUALLY SPACED BETWEEN LOAD PLATES.",
    "8. USE OF 1 1/2° MOLD DRAFT IS OPTIONAL.",
    "9. BEVELED SHIM PLATES SHALL BE ASTM A709 GRADE 36 AND SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123."
  ],
  "labels": [
    "NOTES"
  ],
  "description": "This crop is a notes block for bridge bearing pads and associated bearing components. It specifies materials, dimensions, fabrication provisions, internal and load plates, dowels, and shim plate galvanizing requirements."
}

p12_r04 notes of bearing pad design notes

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r04_notes_of_bearing_pad_design_notes

Notes5 objects · 7 measurements · 9 notes · 1 label

This crop is a notes block for bridge bearing pads and associated bearing components. It specifies materials, dimensions, fabrication provisions, internal and load plates, dowels, and shim plate galvanizing requirements.

Objects · 5

ObjectShapeMaterialNote
bearing pads60 durometer hardness neoprene, Grade 2 or higherDesigned and furnished to AASHTO LRFD bridge specifications.
smooth dowelscircularASTM A709 Grade 50
load platesplateASTM A709 Grade 36 or ASTM A1011 Grade 36
internal platesplateASTM A709 Grade 36 or ASTM A1011 Grade 36Required internal plates are to be equally spaced between load plates.
beveled shim platesbeveled plateASTM A709 Grade 36To be galvanized in accordance with ASTM A123.

Measurements · 7

MeasurementValueUnitApplies to
smooth dowel diameter1/2”smooth dowels
bearing pad hardness60durometerbearing pads
hole diameter3”bearing pads
cover1/4”bearing pads
load plate thickness3/16”load plates
internal plate gage12GAGEinternal plates
mold draft1 1/2°bearing pads

Labels

NOTES

Notes

  • 1. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.
  • 2. 1/2” DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.
  • 3. BEARING PADS SHALL BE MADE OF 60 DUROMETER HARDNESS NEOPRENE, GRADE 2 OR HIGHER.
  • 4. 3” DIAMETER HOLE IN BEARING PADS MAY BE FORMED OR DRILLED.
  • 5. BEARING PADS SHALL HAVE 1/4” COVER ON THE TOP, BOTTOM, AND SIDES AND AROUND THE HOLE.
  • 6. 3/16” LOAD PLATES AND 12 GAGE INTERNAL PLATE(S) (IF REQUIRED) SHALL BE ASTM A709 GRADE 36 OR ASTM A1011 GRADE 36.
  • 7. NUMBER OF INTERNAL PLATES SHOWN FOR ILLUSTRATION PURPOSES ONLY. THE NUMBER OF INTERNAL PLATE(S) SPECIFIED SHALL BE EQUALLY SPACED BETWEEN LOAD PLATES.
  • 8. USE OF 1 1/2° MOLD DRAFT IS OPTIONAL.
  • 9. BEVELED SHIM PLATES SHALL BE ASTM A709 GRADE 36 AND SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123.

openai/gpt-5.6-terra-pro · 18575 tokens · 21.8s

crop · 1751 × 213

p12_r05 notes of bearing pad design notes

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r05_notes_of_bearing_pad_design_notes
Original
p12_r05 notes of bearing pad design notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Designed according to AASHTO LRFD Bridge Design Specifications and to be furnished in accordance with AASHTO LRFD Bridge Construction Specifications."
    },
    {
      "name": "smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "ASTM A709 Grade 50",
      "count": null,
      "note": "1 1/2 inch diameter."
    }
  ],
  "measurements": [
    {
      "label": "Bearing pad design specification section",
      "value": "14.7.6",
      "unit": "",
      "appliesTo": "bearing pads"
    },
    {
      "label": "Bearing device construction specification section",
      "value": "18",
      "unit": "",
      "appliesTo": "bearing pads"
    },
    {
      "label": "Diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "smooth dowels"
    }
  ],
  "notes": [
    "1. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.",
    "2. 1 1/2” DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50."
  ],
  "labels": [],
  "description": "This crop is a bridge construction notes block. It specifies bearing pad design and furnishing requirements and material requirements for smooth dowels."
}

p12_r05 notes of bearing pad design notes

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r05_notes_of_bearing_pad_design_notes

Notes2 objects · 3 measurements · 2 notes

This crop is a bridge construction notes block. It specifies bearing pad design and furnishing requirements and material requirements for smooth dowels.

Objects · 2

ObjectShapeMaterialNote
bearing padsDesigned according to AASHTO LRFD Bridge Design Specifications and to be furnished in accordance with AASHTO LRFD Bridge Construction Specifications.
smooth dowelscircularASTM A709 Grade 501 1/2 inch diameter.

Measurements · 3

MeasurementValueApplies to
Bearing pad design specification section14.7.6bearing pads
Bearing device construction specification section18bearing pads
Diameter1 1/2”smooth dowels

Notes

  • 1. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.
  • 2. 1 1/2” DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.

openai/gpt-5.6-terra-pro · 9005 tokens · 10.3s

crop · 1610 × 103

p12_r06 notes of bearing pad design notes

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r06_notes_of_bearing_pad_design_notes
Original
p12_r06 notes of bearing pad design notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "load plates",
      "tag": "",
      "shape": "",
      "material": "ASTM A709 Grade 36 or ASTM A1011 Grade 36",
      "count": null,
      "note": ""
    },
    {
      "name": "internal plates",
      "tag": "",
      "shape": "",
      "material": "ASTM A709 Grade 36 or ASTM A1011 Grade 36",
      "count": null,
      "note": "If required."
    }
  ],
  "measurements": [
    {
      "label": "Load plate thickness",
      "value": "3/16\"",
      "unit": "",
      "appliesTo": "load plates"
    },
    {
      "label": "Internal plate gage",
      "value": "12",
      "unit": "GAGE",
      "appliesTo": "internal plates"
    }
  ],
  "notes": [
    "6. 3/16\" LOAD PLATES AND 12 GAGE INTERNAL PLATE(S) (IF REQUIRED) SHALL BE ASTM A709 GRADE 36 OR ASTM A1011 GRADE 36."
  ],
  "labels": [],
  "description": "This crop contains a material and thickness note for load plates and internal plates. It specifies 3/16-inch load plates and 12 gage internal plates, if required."
}

p12_r06 notes of bearing pad design notes

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r06_notes_of_bearing_pad_design_notes

Notes2 objects · 2 measurements · 1 note

This crop contains a material and thickness note for load plates and internal plates. It specifies 3/16-inch load plates and 12 gage internal plates, if required.

Objects · 2

ObjectMaterialNote
load platesASTM A709 Grade 36 or ASTM A1011 Grade 36
internal platesASTM A709 Grade 36 or ASTM A1011 Grade 36If required.

Measurements · 2

MeasurementValueUnitApplies to
Load plate thickness3/16"load plates
Internal plate gage12GAGEinternal plates

Notes

  • 6. 3/16" LOAD PLATES AND 12 GAGE INTERNAL PLATE(S) (IF REQUIRED) SHALL BE ASTM A709 GRADE 36 OR ASTM A1011 GRADE 36.

openai/gpt-5.6-terra-pro · 8119 tokens · 10.4s

crop · 1090 × 1517

p12_r07 plan view of beveled shim plate footprint with hole and dimensions

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r07_plan_view_of_beveled_shim_plate_footprint_with_hole_and_dimensions
Original
p12_r07 plan view of beveled shim plate footprint with hole and dimensions
{
  "view": "Section",
  "objects": [
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown with a centered circular hole."
    },
    {
      "name": "hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as a 3\" diameter hole."
    }
  ],
  "measurements": [
    {
      "label": "overall length",
      "value": "L+2\"",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "half length",
      "value": "(L+2\")/2",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "half length",
      "value": "(L+2\")/2",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "overall width",
      "value": "W+2\"",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "half width",
      "value": "(W+2\")/2",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "half width",
      "value": "(W+2\")/2",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "beveled shim plate thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "hole"
    }
  ],
  "notes": [
    "PRE-FORMED FOAM JOINT FILLER SHALL BE [partial]",
    "IN ACCORDANCE WITH SUB-SECTION 833.2.[partial]",
    "GEORGIA DOT SPECIFICATIONS.",
    "1/2\" BEVELED SHIM PLATE =",
    "3\" DIAMETER HOLE"
  ],
  "labels": [
    "ENDWALL NOT SHOWN",
    "SECTION A-A",
    "B"
  ],
  "description": "This crop shows Section A-A, labeled with endwall not shown. It documents a rectangular beveled shim plate with centered centerlines and a circular 3-inch-diameter hole, dimensioned in terms of L and W."
}

p12_r07 plan view of beveled shim plate footprint with hole and dimensions

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r07_plan_view_of_beveled_shim_plate_footprint_with_hole_and_dimensions

Section2 objects · 8 measurements · 5 notes · 3 labels

This crop shows Section A-A, labeled with endwall not shown. It documents a rectangular beveled shim plate with centered centerlines and a circular 3-inch-diameter hole, dimensioned in terms of L and W.

Objects · 2

ObjectNo.ShapeNote
beveled shim plate1rectangularShown with a centered circular hole.
hole1circularCalled out as a 3" diameter hole.

Measurements · 8

MeasurementValueApplies to
overall lengthL+2"beveled shim plate
half length(L+2")/2beveled shim plate
half length(L+2")/2beveled shim plate
overall widthW+2"beveled shim plate
half width(W+2")/2beveled shim plate
half width(W+2")/2beveled shim plate
beveled shim plate thickness1/2"beveled shim plate
hole diameter3"hole

Labels

ENDWALL NOT SHOWNSECTION A-AB

Notes

  • PRE-FORMED FOAM JOINT FILLER SHALL BE [partial]
  • IN ACCORDANCE WITH SUB-SECTION 833.2.[partial]
  • GEORGIA DOT SPECIFICATIONS.
  • 1/2" BEVELED SHIM PLATE =
  • 3" DIAMETER HOLE

openai/gpt-5.6-terra-pro · 16522 tokens · 17.4s

crop · 1803 × 97

p12_r08 notes of bearing pad design notes

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r08_notes_of_bearing_pad_design_notes
Original
p12_r08 notes of bearing pad design notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "7. NUMBER OF INTERNAL PLATES SHOWN FOR ILLUSTRATION PURPOSES ONLY. THE NUMBER OF INTERNAL PLATE(S) SPECIFIED SHALL BE EQUALLY SPACED BETWEEN LOAD PLATES."
  ],
  "labels": [],
  "description": "This crop contains Note 7 only. It states that the internal plates depicted are illustrative and that the specified internal plates are to be equally spaced between load plates."
}

p12_r08 notes of bearing pad design notes

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r08_notes_of_bearing_pad_design_notes

Notes1 note

This crop contains Note 7 only. It states that the internal plates depicted are illustrative and that the specified internal plates are to be equally spaced between load plates.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Notes

  • 7. NUMBER OF INTERNAL PLATES SHOWN FOR ILLUSTRATION PURPOSES ONLY. THE NUMBER OF INTERNAL PLATE(S) SPECIFIED SHALL BE EQUALLY SPACED BETWEEN LOAD PLATES.

openai/gpt-5.6-terra-pro · 6534 tokens · 4.2s

crop · 1521 × 1511

p12_r09 plan of bearing pad

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r09_plan_of_bearing_pad
Original
p12_r09 plan of bearing pad
{
  "view": "Plan",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown centered on the beam centerline."
    },
    {
      "name": "hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Centered in bearing pad."
    },
    {
      "name": "sealing rib",
      "tag": "",
      "shape": "rectangular perimeter",
      "material": "",
      "count": 1,
      "note": "All around bearing pad."
    }
  ],
  "measurements": [
    {
      "label": "Overall bearing pad length",
      "value": "L",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "Half bearing pad length",
      "value": "L/2",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "Half bearing pad length",
      "value": "L/2",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "Overall bearing pad width",
      "value": "W",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "Half bearing pad width",
      "value": "W/2",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "Half bearing pad width",
      "value": "W/2",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "Angle",
      "value": "90°-00'-00\"",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "Sealing rib size",
      "value": "3/16\"",
      "unit": "",
      "appliesTo": "sealing rib"
    },
    {
      "label": "Hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "hole"
    }
  ],
  "notes": [
    "90°-00'-00\", TYP.",
    "3/16\" SEALING RIB, ALL AROUND",
    "℄ BEARING PAD = ℄ 3\" DIAMETER HOLE"
  ],
  "labels": [
    "PLAN",
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR",
    "B",
    "℄ BEAM"
  ],
  "description": "This crop is a plan view of a rectangular bearing pad arrangement for Bent 1, with Bent 4 noted as similar. It shows a centered circular 3-inch diameter hole, beam and pad centerlines, pad dimensions designated L and W, and a sealing rib around the perimeter."
}

p12_r09 plan of bearing pad

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r09_plan_of_bearing_pad

Plan3 objects · 9 measurements · 3 notes · 5 labels

This crop is a plan view of a rectangular bearing pad arrangement for Bent 1, with Bent 4 noted as similar. It shows a centered circular 3-inch diameter hole, beam and pad centerlines, pad dimensions designated L and W, and a sealing rib around the perimeter.

Objects · 3

ObjectNo.ShapeNote
bearing pad1rectangularShown centered on the beam centerline.
hole1circularCentered in bearing pad.
sealing rib1rectangular perimeterAll around bearing pad.

Measurements · 9

MeasurementValueApplies to
Overall bearing pad lengthLbearing pad
Half bearing pad lengthL/2bearing pad
Half bearing pad lengthL/2bearing pad
Overall bearing pad widthWbearing pad
Half bearing pad widthW/2bearing pad
Half bearing pad widthW/2bearing pad
Angle90°-00'-00"bearing pad
Sealing rib size3/16"sealing rib
Hole diameter3"hole

Labels

PLANBENT 1 SHOWNBENT 4 SIMILARB℄ BEAM

Notes

  • 90°-00'-00", TYP.
  • 3/16" SEALING RIB, ALL AROUND
  • ℄ BEARING PAD = ℄ 3" DIAMETER HOLE

openai/gpt-5.6-terra-pro · 19086 tokens · 27.1s

crop · 2259 × 771

p12_r10 schedule of bearing pad dimensions and design loads by bent

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r10_schedule_of_bearing_pad_dimensions_and_design_loads_by_bent
Original
p12_r10 schedule of bearing pad dimensions and design loads by bent
{
  "view": "Schedule",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "BENT 1",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Schedule row lists pad dimensions, internal plates, shear deflection, and design loads."
    },
    {
      "name": "beveled shim plates",
      "tag": "BENT 1",
      "shape": "beveled",
      "material": "",
      "count": null,
      "note": "T1 and T2 thicknesses are listed."
    },
    {
      "name": "bearing pad",
      "tag": "BENT 2 BACK",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Schedule row lists pad dimensions, internal plates, shear deflection, and design loads."
    },
    {
      "name": "bearing pad",
      "tag": "BENT 2 AHEAD",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Schedule row lists pad dimensions, internal plates, shear deflection, and design loads."
    },
    {
      "name": "bearing pad",
      "tag": "BENT 3 BACK",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Schedule row lists pad dimensions, internal plates, shear deflection, and design loads."
    },
    {
      "name": "bearing pad",
      "tag": "BENT 3 AHEAD",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Schedule row lists pad dimensions, internal plates, shear deflection, and design loads."
    },
    {
      "name": "bearing pad",
      "tag": "BENT 4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Schedule row lists pad dimensions, internal plates, shear deflection, and design loads."
    },
    {
      "name": "beveled shim plates",
      "tag": "BENT 4",
      "shape": "beveled",
      "material": "",
      "count": null,
      "note": "T1 and T2 thicknesses are listed."
    }
  ],
  "measurements": [
    {
      "label": "W",
      "value": "16”",
      "unit": "",
      "appliesTo": "BENT 1 bearing pad"
    },
    {
      "label": "L",
      "value": "12”",
      "unit": "",
      "appliesTo": "BENT 1 bearing pad"
    },
    {
      "label": "T",
      "value": "4”",
      "unit": "",
      "appliesTo": "BENT 1 bearing pad"
    },
    {
      "label": "NUMBER OF INTERNAL PLATE(S)",
      "value": "3",
      "unit": "",
      "appliesTo": "BENT 1 bearing pad"
    },
    {
      "label": "DESIGN SHEAR DEFLECTION",
      "value": "3/8”",
      "unit": "",
      "appliesTo": "BENT 1 bearing pad"
    },
    {
      "label": "DEAD LOAD",
      "value": "55",
      "unit": "KIPS",
      "appliesTo": "BENT 1 bearing pad"
    },
    {
      "label": "LIVE LOAD (NO IMPACT)",
      "value": "63",
      "unit": "KIPS",
      "appliesTo": "BENT 1 bearing pad"
    },
    {
      "label": "DEAD LOAD + LIVE LOAD",
      "value": "118",
      "unit": "KIPS",
      "appliesTo": "BENT 1 bearing pad"
    },
    {
      "label": "T1",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "BENT 1 beveled shim plates"
    },
    {
      "label": "T2",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "BENT 1 beveled shim plates"
    },
    {
      "label": "W",
      "value": "16”",
      "unit": "",
      "appliesTo": "BENT 2 BACK bearing pad"
    },
    {
      "label": "L",
      "value": "12”",
      "unit": "",
      "appliesTo": "BENT 2 BACK bearing pad"
    },
    {
      "label": "T",
      "value": "4”",
      "unit": "",
      "appliesTo": "BENT 2 BACK bearing pad"
    },
    {
      "label": "NUMBER OF INTERNAL PLATE(S)",
      "value": "3",
      "unit": "",
      "appliesTo": "BENT 2 BACK bearing pad"
    },
    {
      "label": "DESIGN SHEAR DEFLECTION",
      "value": "0",
      "unit": "",
      "appliesTo": "BENT 2 BACK bearing pad"
    },
    {
      "label": "DEAD LOAD",
      "value": "47",
      "unit": "KIPS",
      "appliesTo": "BENT 2 BACK bearing pad"
    },
    {
      "label": "LIVE LOAD (NO IMPACT)",
      "value": "61",
      "unit": "KIPS",
      "appliesTo": "BENT 2 BACK bearing pad"
    },
    {
      "label": "DEAD LOAD + LIVE LOAD",
      "value": "108",
      "unit": "KIPS",
      "appliesTo": "BENT 2 BACK bearing pad"
    },
    {
      "label": "W",
      "value": "18”",
      "unit": "",
      "appliesTo": "BENT 2 AHEAD bearing pad"
    },
    {
      "label": "L",
      "value": "10”",
      "unit": "",
      "appliesTo": "BENT 2 AHEAD bearing pad"
    },
    {
      "label": "T",
      "value": "1 3/4”",
      "unit": "",
      "appliesTo": "BENT 2 AHEAD bearing pad"
    },
    {
      "label": "NUMBER OF INTERNAL PLATE(S)",
      "value": "1",
      "unit": "",
      "appliesTo": "BENT 2 AHEAD bearing pad"
    },
    {
      "label": "DESIGN SHEAR DEFLECTION",
      "value": "0",
      "unit": "",
      "appliesTo": "BENT 2 AHEAD bearing pad"
    },
    {
      "label": "DEAD LOAD",
      "value": "79",
      "unit": "KIPS",
      "appliesTo": "BENT 2 AHEAD bearing pad"
    },
    {
      "label": "LIVE LOAD (NO IMPACT)",
      "value": "71",
      "unit": "KIPS",
      "appliesTo": "BENT 2 AHEAD bearing pad"
    },
    {
      "label": "DEAD LOAD + LIVE LOAD",
      "value": "150",
      "unit": "KIPS",
      "appliesTo": "BENT 2 AHEAD bearing pad"
    },
    {
      "label": "W",
      "value": "18”",
      "unit": "",
      "appliesTo": "BENT 3 BACK bearing pad"
    },
    {
      "label": "L",
      "value": "10”",
      "unit": "",
      "appliesTo": "BENT 3 BACK bearing pad"
    },
    {
      "label": "T",
      "value": "1 3/4”",
      "unit": "",
      "appliesTo": "BENT 3 BACK bearing pad"
    },
    {
      "label": "NUMBER OF INTERNAL PLATE(S)",
      "value": "1",
      "unit": "",
      "appliesTo": "BENT 3 BACK bearing pad"
    },
    {
      "label": "DESIGN SHEAR DEFLECTION",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "BENT 3 BACK bearing pad"
    },
    {
      "label": "DEAD LOAD",
      "value": "79",
      "unit": "KIPS",
      "appliesTo": "BENT 3 BACK bearing pad"
    },
    {
      "label": "LIVE LOAD (NO IMPACT)",
      "value": "71",
      "unit": "KIPS",
      "appliesTo": "BENT 3 BACK bearing pad"
    },
    {
      "label": "DEAD LOAD + LIVE LOAD",
      "value": "150",
      "unit": "KIPS",
      "appliesTo": "BENT 3 BACK bearing pad"
    },
    {
      "label": "W",
      "value": "16”",
      "unit": "",
      "appliesTo": "BENT 3 AHEAD bearing pad"
    },
    {
      "label": "L",
      "value": "12”",
      "unit": "",
      "appliesTo": "BENT 3 AHEAD bearing pad"
    },
    {
      "label": "T",
      "value": "4”",
      "unit": "",
      "appliesTo": "BENT 3 AHEAD bearing pad"
    },
    {
      "label": "NUMBER OF INTERNAL PLATE(S)",
      "value": "3",
      "unit": "",
      "appliesTo": "BENT 3 AHEAD bearing pad"
    },
    {
      "label": "DESIGN SHEAR DEFLECTION",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "BENT 3 AHEAD bearing pad"
    },
    {
      "label": "DEAD LOAD",
      "value": "47",
      "unit": "KIPS",
      "appliesTo": "BENT 3 AHEAD bearing pad"
    },
    {
      "label": "LIVE LOAD (NO IMPACT)",
      "value": "61",
      "unit": "KIPS",
      "appliesTo": "BENT 3 AHEAD bearing pad"
    },
    {
      "label": "DEAD LOAD + LIVE LOAD",
      "value": "108",
      "unit": "KIPS",
      "appliesTo": "BENT 3 AHEAD bearing pad"
    },
    {
      "label": "W",
      "value": "16”",
      "unit": "",
      "appliesTo": "BENT 4 bearing pad"
    },
    {
      "label": "L",
      "value": "12”",
      "unit": "",
      "appliesTo": "BENT 4 bearing pad"
    },
    {
      "label": "T",
      "value": "4”",
      "unit": "",
      "appliesTo": "BENT 4 bearing pad"
    },
    {
      "label": "NUMBER OF INTERNAL PLATE(S)",
      "value": "3",
      "unit": "",
      "appliesTo": "BENT 4 bearing pad"
    },
    {
      "label": "DESIGN SHEAR DEFLECTION",
      "value": "7/8”",
      "unit": "",
      "appliesTo": "BENT 4 bearing pad"
    },
    {
      "label": "DEAD LOAD",
      "value": "55",
      "unit": "KIPS",
      "appliesTo": "BENT 4 bearing pad"
    },
    {
      "label": "LIVE LOAD (NO IMPACT)",
      "value": "63",
      "unit": "KIPS",
      "appliesTo": "BENT 4 bearing pad"
    },
    {
      "label": "DEAD LOAD + LIVE LOAD",
      "value": "118",
      "unit": "KIPS",
      "appliesTo": "BENT 4 bearing pad"
    },
    {
      "label": "T1",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "BENT 4 beveled shim plates"
    },
    {
      "label": "T2",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "BENT 4 beveled shim plates"
    }
  ],
  "notes": [],
  "labels": [
    "BENT",
    "W",
    "L",
    "T",
    "NUMBER OF INTERNAL PLATE(S)",
    "DESIGN SHEAR DEFLECTION",
    "DESIGN LOADS (KIPS)",
    "DEAD LOAD",
    "LIVE LOAD (NO IMPACT)",
    "DEAD LOAD + LIVE LOAD",
    "T1",
    "T2"
  ],
  "description": "This crop is a bearing-pad schedule for Bents 1 through 4, including separate BACK and AHEAD rows at Bents 2 and 3. It documents bearing-pad dimensions, internal plate quantities, design shear deflections, design loads, and beveled shim plate thicknesses where provided."
}

p12_r10 schedule of bearing pad dimensions and design loads by bent

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r10_schedule_of_bearing_pad_dimensions_and_design_loads_by_bent

Schedule8 objects · 52 measurements · 12 labels

This crop is a bearing-pad schedule for Bents 1 through 4, including separate BACK and AHEAD rows at Bents 2 and 3. It documents bearing-pad dimensions, internal plate quantities, design shear deflections, design loads, and beveled shim plate thicknesses where provided.

Objects · 8

MarkObjectShapeNote
BENT 1bearing padSchedule row lists pad dimensions, internal plates, shear deflection, and design loads.
BENT 1beveled shim platesbeveledT1 and T2 thicknesses are listed.
BENT 2 BACKbearing padSchedule row lists pad dimensions, internal plates, shear deflection, and design loads.
BENT 2 AHEADbearing padSchedule row lists pad dimensions, internal plates, shear deflection, and design loads.
BENT 3 BACKbearing padSchedule row lists pad dimensions, internal plates, shear deflection, and design loads.
BENT 3 AHEADbearing padSchedule row lists pad dimensions, internal plates, shear deflection, and design loads.
BENT 4bearing padSchedule row lists pad dimensions, internal plates, shear deflection, and design loads.
BENT 4beveled shim platesbeveledT1 and T2 thicknesses are listed.

Measurements · 52

MeasurementValueUnitApplies to
W16”BENT 1 bearing pad
L12”BENT 1 bearing pad
T4”BENT 1 bearing pad
NUMBER OF INTERNAL PLATE(S)3BENT 1 bearing pad
DESIGN SHEAR DEFLECTION3/8”BENT 1 bearing pad
DEAD LOAD55KIPSBENT 1 bearing pad
LIVE LOAD (NO IMPACT)63KIPSBENT 1 bearing pad
DEAD LOAD + LIVE LOAD118KIPSBENT 1 bearing pad
T11/4”BENT 1 beveled shim plates
T21/2”BENT 1 beveled shim plates
W16”BENT 2 BACK bearing pad
L12”BENT 2 BACK bearing pad
T4”BENT 2 BACK bearing pad
NUMBER OF INTERNAL PLATE(S)3BENT 2 BACK bearing pad
DESIGN SHEAR DEFLECTION0BENT 2 BACK bearing pad
DEAD LOAD47KIPSBENT 2 BACK bearing pad
LIVE LOAD (NO IMPACT)61KIPSBENT 2 BACK bearing pad
DEAD LOAD + LIVE LOAD108KIPSBENT 2 BACK bearing pad
W18”BENT 2 AHEAD bearing pad
L10”BENT 2 AHEAD bearing pad
T1 3/4”BENT 2 AHEAD bearing pad
NUMBER OF INTERNAL PLATE(S)1BENT 2 AHEAD bearing pad
DESIGN SHEAR DEFLECTION0BENT 2 AHEAD bearing pad
DEAD LOAD79KIPSBENT 2 AHEAD bearing pad
LIVE LOAD (NO IMPACT)71KIPSBENT 2 AHEAD bearing pad
DEAD LOAD + LIVE LOAD150KIPSBENT 2 AHEAD bearing pad
W18”BENT 3 BACK bearing pad
L10”BENT 3 BACK bearing pad
T1 3/4”BENT 3 BACK bearing pad
NUMBER OF INTERNAL PLATE(S)1BENT 3 BACK bearing pad
DESIGN SHEAR DEFLECTION1/2”BENT 3 BACK bearing pad
DEAD LOAD79KIPSBENT 3 BACK bearing pad
LIVE LOAD (NO IMPACT)71KIPSBENT 3 BACK bearing pad
DEAD LOAD + LIVE LOAD150KIPSBENT 3 BACK bearing pad
W16”BENT 3 AHEAD bearing pad
L12”BENT 3 AHEAD bearing pad
T4”BENT 3 AHEAD bearing pad
NUMBER OF INTERNAL PLATE(S)3BENT 3 AHEAD bearing pad
DESIGN SHEAR DEFLECTION1/2”BENT 3 AHEAD bearing pad
DEAD LOAD47KIPSBENT 3 AHEAD bearing pad
LIVE LOAD (NO IMPACT)61KIPSBENT 3 AHEAD bearing pad
DEAD LOAD + LIVE LOAD108KIPSBENT 3 AHEAD bearing pad
W16”BENT 4 bearing pad
L12”BENT 4 bearing pad
T4”BENT 4 bearing pad
NUMBER OF INTERNAL PLATE(S)3BENT 4 bearing pad
DESIGN SHEAR DEFLECTION7/8”BENT 4 bearing pad
DEAD LOAD55KIPSBENT 4 bearing pad
LIVE LOAD (NO IMPACT)63KIPSBENT 4 bearing pad
DEAD LOAD + LIVE LOAD118KIPSBENT 4 bearing pad
T11/2”BENT 4 beveled shim plates
T21/4”BENT 4 beveled shim plates

Labels

BENTWLTNUMBER OF INTERNAL PLATE(S)DESIGN SHEAR DEFLECTIONDESIGN LOADS (KIPS)DEAD LOADLIVE LOAD (NO IMPACT)DEAD LOAD + LIVE LOADT1T2

openai/gpt-5.6-terra-pro · 24897 tokens · 32.9s

crop · 974 × 513

p12_r11 bearing pad

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r11_bearing_pad
Original
p12_r11 bearing pad
{
  "view": "Detail",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Sectional detail showing load plates, sealing ribs, and internal plates."
    },
    {
      "name": "load plates",
      "tag": "",
      "shape": "rectangular plates",
      "material": "",
      "count": 2,
      "note": "Top and bottom load plates."
    },
    {
      "name": "sealing rib",
      "tag": "",
      "shape": "horizontal rib",
      "material": "",
      "count": null,
      "note": "Shown at top and bottom; individual ribs are not fully distinguishable as separate tagged items."
    },
    {
      "name": "internal plates",
      "tag": "",
      "shape": "horizontal plates",
      "material": "",
      "count": 12,
      "note": "Called out as 12 gage internal plates."
    }
  ],
  "measurements": [
    {
      "label": "load plates thickness",
      "value": "3/16",
      "unit": "\"",
      "appliesTo": "load plates"
    },
    {
      "label": "sealing rib thickness",
      "value": "3/16",
      "unit": "\"",
      "appliesTo": "sealing rib"
    },
    {
      "label": "internal plate gage",
      "value": "12",
      "unit": "GAGE",
      "appliesTo": "internal plates"
    }
  ],
  "notes": [
    "3/16\" LOAD PLATES, TOP AND BOTTOM",
    "3/16\" SEALING RIB, TOP AND BOTTOM",
    "12 GAGE INTERNAL PLATES"
  ],
  "labels": [
    "BEARING PAD"
  ],
  "description": "This crop shows a sectional detail of a rectangular bearing pad. The detail identifies 3/16-inch top and bottom load plates, 3/16-inch top and bottom sealing ribs, and 12 gage internal plates."
}

p12_r11 bearing pad

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r11_bearing_pad

Detail4 objects · 3 measurements · 3 notes · 1 label

This crop shows a sectional detail of a rectangular bearing pad. The detail identifies 3/16-inch top and bottom load plates, 3/16-inch top and bottom sealing ribs, and 12 gage internal plates.

Objects · 4

ObjectNo.ShapeNote
bearing pad1rectangularSectional detail showing load plates, sealing ribs, and internal plates.
load plates2rectangular platesTop and bottom load plates.
sealing ribhorizontal ribShown at top and bottom; individual ribs are not fully distinguishable as separate tagged items.
internal plates12horizontal platesCalled out as 12 gage internal plates.

Measurements · 3

MeasurementValueUnitApplies to
load plates thickness3/16"load plates
sealing rib thickness3/16"sealing rib
internal plate gage12GAGEinternal plates

Labels

BEARING PAD

Notes

  • 3/16" LOAD PLATES, TOP AND BOTTOM
  • 3/16" SEALING RIB, TOP AND BOTTOM
  • 12 GAGE INTERNAL PLATES

openai/gpt-5.6-terra-pro · 9443 tokens · 10.5s

crop · 1027 × 401

p12_r12 beveled shim plate

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r12_beveled_shim_plate
Original
p12_r12 beveled shim plate
{
  "view": "Section",
  "objects": [
    {
      "name": "shim plate",
      "tag": "",
      "shape": "beveled rectangular plate",
      "material": "",
      "count": 1,
      "note": "Shown with varying thickness from T₁ to T₂ in the AHEAD direction."
    }
  ],
  "measurements": [
    {
      "label": "T₁",
      "value": "T₁",
      "unit": "",
      "appliesTo": "shim plate"
    },
    {
      "label": "T₂",
      "value": "T₂",
      "unit": "",
      "appliesTo": "shim plate"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION B-B",
    "AHEAD"
  ],
  "description": "This crop shows Section B-B of a beveled shim plate. The plate is drawn in longitudinal section with a sloping top surface in the direction marked AHEAD and end thicknesses identified as T₁ and T₂."
}

p12_r12 beveled shim plate

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r12_beveled_shim_plate

Section1 object · 2 measurements · 2 labels

This crop shows Section B-B of a beveled shim plate. The plate is drawn in longitudinal section with a sloping top surface in the direction marked AHEAD and end thicknesses identified as T₁ and T₂.

Objects · 1

ObjectNo.ShapeNote
shim plate1beveled rectangular plateShown with varying thickness from T₁ to T₂ in the AHEAD direction.

Measurements · 2

MeasurementValueApplies to
T₁T₁shim plate
T₂T₂shim plate

Labels

SECTION B-BAHEAD

openai/gpt-5.6-terra-pro · 8489 tokens · 11.8s

crop · 1908 × 1208

p12_r13 title block with project sheet number and revision info

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r13_title_block_with_project_sheet_number_and_revision_info
Original
p12_r13 title block with project sheet number and revision info
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Bridge sheet",
      "value": "12 OF 21",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Drawing No.",
      "value": "35-0012",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "BEARING PAD DETAILS",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "NO SCALE",
    "APRIL 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "DATE",
    "REVISIONS",
    "BY",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0012.dgn"
  ],
  "description": "This crop shows the lower-right title block for bridge sheet 12 of 21. The sheet is titled \"BEARING PAD DETAILS\" for Bridge No. 1 LT. and RT., SR 21 at NS #620272Y in Jenkins County; no bearing-pad detail geometry is visible in this crop."
}

p12_r13 title block with project sheet number and revision info

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r13_title_block_with_project_sheet_number_and_revision_info

Title Block2 measurements · 26 labels

This crop shows the lower-right title block for bridge sheet 12 of 21. The sheet is titled "BEARING PAD DETAILS" for Bridge No. 1 LT. and RT., SR 21 at NS #620272Y in Jenkins County; no bearing-pad detail geometry is visible in this crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 2

MeasurementValue
Bridge sheet12 OF 21
Drawing No.35-0012

Labels

BRIDGE NO. 1 LT. AND RT.S&A AtlantaSASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375FAX: 770-442-0761GEORGIA DEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESBEARING PAD DETAILSSR 21 @ NS #620272YJENKINS COUNTY0019181NO SCALEAPRIL 2025DESIGNED UPDRAWN EPRCHECKED ASDESIGN GROUP JBKREVIEWED DLC/SKGAPPROVED DPDDATEREVISIONSBY1 INCH WHEN PRINTED FULL SIZE0019181_0012.dgn

openai/gpt-5.6-terra-pro · 16198 tokens · 12.4s

crop · 1403 × 1110

p12_r14 sheet title block with project and revision info

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r14_sheet_title_block_with_project_and_revision_info
Original
p12_r14 sheet title block with project and revision info
{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "BEARING PAD DETAILS",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "NO SCALE",
    "APRIL 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "PRINTED FULL SIZE",
    "0019181_0012.dgn",
    "DATE",
    "REVISIONS",
    "BY"
  ],
  "description": "This crop shows the sheet title block for Bridge No. 1 LT. and RT. The sheet is titled \"BEARING PAD DETAILS\" for SR 21 @ NS #620272Y in Jenkins County, Georgia, dated April 2025; no bearing-pad detail graphics are visible in this crop."
}

p12_r14 sheet title block with project and revision info

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r14_sheet_title_block_with_project_and_revision_info

Title Block33 labels

This crop shows the sheet title block for Bridge No. 1 LT. and RT. The sheet is titled "BEARING PAD DETAILS" for SR 21 @ NS #620272Y in Jenkins County, Georgia, dated April 2025; no bearing-pad detail graphics are visible in this crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

BRIDGE NO. 1 LT. AND RT.S&A AtlantaSASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375FAX: 770-442-0761GEORGIADEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESBEARING PAD DETAILSSR 21 @ NS #620272YJENKINS COUNTY0019181NO SCALEAPRIL 2025DESIGNEDUPDRAWNEPRCHECKEDASDESIGN GROUPJBKREVIEWEDDLC/SKGAPPROVEDDPDPRINTED FULL SIZE0019181_0012.dgnDATEREVISIONSBY

openai/gpt-5.6-terra-pro · 13744 tokens · 19.7s

crop · 411 × 506

p12_r15 georgia registered engineer stamp

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r15_georgia_registered_engineer_stamp
Original
p12_r15 georgia registered engineer stamp
{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "GEORGIA",
    "REGISTERED",
    "No.19371",
    "PROFESSIONAL",
    "ENGINEER",
    "ARUNA SASTRY",
    "DATE (partial)",
    "REVISIONS"
  ],
  "description": "This crop shows a portion of the sheet border/title-block area containing a circular professional engineering registration seal. No constructional work items or take-off dimensions are shown."
}

p12_r15 georgia registered engineer stamp

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r15_georgia_registered_engineer_stamp

Title Block8 labels

This crop shows a portion of the sheet border/title-block area containing a circular professional engineering registration seal. No constructional work items or take-off dimensions are shown.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

GEORGIAREGISTEREDNo.19371PROFESSIONALENGINEERARUNA SASTRYDATE (partial)REVISIONS

openai/gpt-5.6-terra-pro · 7079 tokens · 8.5s

crop · 2479 × 752

p12_r16 beveled shim plate

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r16_beveled_shim_plate
Original
p12_r16 beveled shim plate
{
  "view": "Detail",
  "objects": [
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "rectangular tapered plate",
      "material": "",
      "count": 1,
      "note": "Shown with a beveled top face and two internal transverse lines."
    }
  ],
  "measurements": [
    {
      "label": "left-end thickness",
      "value": "T₁",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "right-end thickness",
      "value": "T₂",
      "unit": "",
      "appliesTo": "beveled shim plate"
    }
  ],
  "notes": [],
  "labels": [
    "BEVELED SHIM PLATE",
    "aruna sastry",
    "5/28/2025",
    "4:47:40 PM"
  ],
  "description": "This crop shows a small detail of one beveled shim plate, with thickness dimensions identified as T₁ at the left end and T₂ at the right end. A partial sheet border/title-block strip is visible along the bottom."
}

p12_r16 beveled shim plate

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r16_beveled_shim_plate

Detail1 object · 2 measurements · 4 labels

This crop shows a small detail of one beveled shim plate, with thickness dimensions identified as T₁ at the left end and T₂ at the right end. A partial sheet border/title-block strip is visible along the bottom.

Objects · 1

ObjectNo.ShapeNote
beveled shim plate1rectangular tapered plateShown with a beveled top face and two internal transverse lines.

Measurements · 2

MeasurementValueApplies to
left-end thicknessT₁beveled shim plate
right-end thicknessT₂beveled shim plate

Labels

BEVELED SHIM PLATEaruna sastry5/28/20254:47:40 PM

openai/gpt-5.6-terra-pro · 11834 tokens · 11.2s

2Map the items107 items · 1948 readings · 51 on more than one pageconfigured openai/gpt-5.6-terra-pro · about 23¢ at the last run’s size · default

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

marksSPAN ISPAN 2

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

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

marksBENT 1 RIGHTBENT 1BENT 2 RIGHT℄ BENTBENT 4 LEFTCAP

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

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

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

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

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

marks500-2100

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

also calledSmooth dowel barssmooth dowel barssmooth dowelSmooth dowelDowelSmooth dowelssmooth dowelsdowel bar

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

also calledpile-supported footingfootingsPedestal footingFootings

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

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

also calledbearingsbearing centerlinebearing centerlinesbearing locationsbearing locationBearing/support locations

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

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

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

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

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

also calledConcrete diaphragmsconcrete diaphragmsdiaphragmDiaphragmdiaphragms between beams

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

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

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

also calledJoint fillersFiller materialfiller materialpreformed foam joint fillerPreformed foam joint filler

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

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

marks643-1152

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

also callededgebeamEdgebeamedge beam forms

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

also calledfixed-end holeholesdrilled holes

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

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

marks* / *** and **

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

marksB.F.P.P.R.

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

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

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

also calledsuperstructure joint

marks***

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

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

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

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

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

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

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

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

marks500-3002

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

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

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

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

also calledPSC beamsPSC beam spanPSC beamprestressed concrete member end section

marksAASHTO TYPE IIAASHTO TYPE III

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

also calledWallwall

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

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

also callednutsNuthex nuts

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

marksPAVING REST

Washerancillary×7 · circularp2, p10, p1110 crops
Washer

also calledwashers

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

also calledleft bridgeright bridgeSubstructureSuperstructure

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

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

marks*TYPE A

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

also calleddrip bead

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

also calledbearing padsBearing padsHoles in bearing pads

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

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

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

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

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

marks4-351

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

marksEND POST

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

also calleddiaphragm bar recessDiaphragm bar recess

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

also calledfuture trackFuture trackfuture track centerlinefuture track alignment

marks℄ FUTURE TRACK

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

also calledEndfill control pointendfill control pointfill at end of bridge

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

also calledfuture access road centerlinefuture access road alignment

marks℄ FUTURE ACCESS ROAD

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

also calledapproximate existing groundlineexisting ground/profile line

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

also calledlow friction type hold down

marks℄ LOW FRICTION TYPE HOLD DOWN

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

also calledBeveled shim platesbeveled shim platesshim plate

marksBENT 1BENT 4

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

also callednon-shrink cement groutgalvanized sleeve

marks*

Foundation Backfill MaterialearthworkType II foundation backfill materialp26 crops
Foundation Backfill Material

also calledFoundation backfill material, Type II

marks207-0203BENTS 2TYPE II

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

also calledInternal platesinternal plate(s)internal plates

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

also calledLoad platesload plates

Soil Reinforcing Device Insertsubstructurep26 crops
Soil Reinforcing Device Insert

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

Steel Diaphragmsuperstructuresteelp26 crops
Steel Diaphragm

also calledSteel diaphragmssteel diaphragms

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

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

marks507-9002

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

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

marks507-9003

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

also calledMSE wall abutmentmechanically stabilized earth walls

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

also calledpoint of vertical intersectionProposed vertical curve data

marksPVISR 21 PGL - WESTBOUNDSR 21 PGL - EASTBOUND

Approach Slabdeckrectangularp23 crops
Approach Slab

also calledApproach slab pavement

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

marksBARRIER TRANSITION

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

also calledend post and guardrail attachment detail

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

also calledrailshorizontal railrail

Grooved Concrete Deckdeckrectangular · concretep24 crops
Grooved Concrete Deck

also calledGrooved concreteGrooved concrete bridge deck

marks500-0100

Protective Platformancillaryp24 crops
Protective Platform

also calledprotective platformsProtective platforms

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

also calledSwaybracing

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

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

marks500-1011

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

marks℄ ACCESS RD.

Bridge Excavationearthworkp22 crops
Bridge Excavation

also calledBridge excavation, grade separation

marks211-0200

Bridge Limitancillary×2 · dashed rectangular outlinep31 crop
Bridge Limit

also calledleft bridge limitsright bridge limits

Connection Boltancillaryp22 crops
Connection Bolt

also calledconnection bolts

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

also calledCross frame configuration

Dynamic Pile Testfoundationp22 crops
Dynamic Pile Test

marks523-1100

Exposed Concrete Edgedeckconcretep22 crops
Exposed Concrete Edge

also calledexposed concrete edges

Fence Tension Bandrailing×5 · bandsp82 crops
Fence Tension Band

also calledtension bar bandstension bands

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

also calledtension bar

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

also calledtruss bracing

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

also calledMetal deck forms

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

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

Railroad Side Ditchdrainagep22 crops
Railroad Side Ditch

also calledrailroad side ditches

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

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

marks520-1125

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

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

marks520-4125

Unidentified Tapered Elementothertaperedp72 crops
Unidentified Tapered Element

also calledunidentified partial outlined elementoutlined tapered element

Vertical Support Membersubstructure×4 · rectangularp172 crops
Vertical Support Member

also calledvertical end member

Wall Leveling Padsubstructurep22 crops
Wall Leveling Pad

also calledwall leveling pads

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

marksNO. 2P

Superstructure reinforcement steelmatched by namebar · steelp21 crop
Superstructure reinforcement steel

marks511-3000

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

marks511-3000

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

marks511-3000

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

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

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

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

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

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

superstructure17

ancillary system9

alignment system7

substructure6

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

approach earthwork system5

foundation system4

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

construction system1

ground system1

◈Index for the agentnot indexed · 8331 points readyopenai/text-embedding-3-small

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

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

8331 points ready to index.

0points stored8,331points ready408crops107items662,298tokens embedded

Collection mindmap_vectors, filtered on projectId = gdot_plan-ab5a9057847f41e3bb9d0ead3c6f2c22.