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GDOT21

gdot_plan-ab5a9057847f41e3bb9d0ead3c6f2c22 · Bridge

Models

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

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

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

All 408 crops read.

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

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

Page 38 crops · 8 read
crop · 3876 × 3737

p03_r01 existing track alignment

page 3 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p03_r01_existing_track_alignment
Original
p03_r01 existing track alignment
{
  "view": "Plan",
  "objects": [
    {
      "name": "left bridge limits",
      "tag": "",
      "shape": "dashed rectangular outline",
      "material": "",
      "count": 1,
      "note": "Shown as LIMITS OF LEFT BRIDGE."
    },
    {
      "name": "right bridge limits",
      "tag": "",
      "shape": "dashed rectangular outline",
      "material": "",
      "count": 1,
      "note": "Shown as LIMITS OF RIGHT BRIDGE."
    },
    {
      "name": "existing railroad track",
      "tag": "",
      "shape": "parallel linear track lines",
      "material": "",
      "count": 1,
      "note": "Central of Georgia Railroad Company existing track."
    },
    {
      "name": "future access road alignment",
      "tag": "",
      "shape": "linear dashed alignment",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "future track alignment",
      "tag": "",
      "shape": "linear dashed alignment",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bridge bent reference point",
      "tag": "B.F.P.R. BENT 1L",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bridge bent reference point",
      "tag": "B.F.P.R. BENT 1R",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bridge bent reference point",
      "tag": "B.F.P.R. BENT 4L",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bridge bent reference point",
      "tag": "B.F.P.R. BENT 4R",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "station",
      "value": "305+50",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "station",
      "value": "305+00",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "station",
      "value": "304+50",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "station",
      "value": "304+00",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "station",
      "value": "303+50",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "station",
      "value": "303+00",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "station",
      "value": "302+50",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "station",
      "value": "302+00",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "bearing",
      "value": "N 2°-23'-16.7\" E",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bridge / existing railroad track crossing"
    },
    {
      "label": "station",
      "value": "18+16.85",
      "unit": "",
      "appliesTo": "SR 21"
    },
    {
      "label": "station",
      "value": "303+80.83",
      "unit": "",
      "appliesTo": "Central of Georgia Railroad Company existing track"
    },
    {
      "label": "station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BEGIN BRIDGE"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "SR 21"
    },
    {
      "label": "station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE"
    },
    {
      "label": "angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1R"
    },
    {
      "label": "angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 4L"
    },
    {
      "label": "station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "160.49",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "160.48",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "160.68",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "160.66",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.05",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.04",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.26",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.24",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.49",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.46",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.73",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.69",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    }
  ],
  "notes": [
    "℄ FUTURE ACCESS ROAD",
    "℄ FUTURE TRACK",
    "℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "LIMITS OF LEFT BRIDGE",
    "TO US 25/SR 121",
    "BEGIN BRIDGE",
    "END BRIDGE",
    "LIMITS OF RIGHT BRIDGE",
    "TO GA HIGHWAY 23",
    "SURVEY DATED SEPTEMBER 18, 2024"
  ],
  "labels": [
    "AHEAD",
    "TO PERKINS",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "℄ SR 21",
    "RR R/W",
    "TO MILLEN",
    "EXISTING TRACK ALIGNMENT",
    "SURVEYED TOP OF RAIL ELEVATIONS",
    "ELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "STATION",
    "OFFSET",
    "ELEVATION",
    "N."
  ],
  "description": "This crop is an existing track alignment plan showing the SR 21 bridge crossing the Central of Georgia Railroad Company existing track. Dashed outlines identify the limits of the left and right bridges, with four B.F.P.R. bent reference points and begin/end bridge stations. A surveyed top-of-rail elevations table is shown at the lower right."
}

p03_r01 existing track alignment

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p03_r01_existing_track_alignment

Plan9 objects · 65 measurements · 10 notes · 14 labels

This crop is an existing track alignment plan showing the SR 21 bridge crossing the Central of Georgia Railroad Company existing track. Dashed outlines identify the limits of the left and right bridges, with four B.F.P.R. bent reference points and begin/end bridge stations. A surveyed top-of-rail elevations table is shown at the lower right.

Objects · 9

MarkObjectNo.ShapeNote
left bridge limits1dashed rectangular outlineShown as LIMITS OF LEFT BRIDGE.
right bridge limits1dashed rectangular outlineShown as LIMITS OF RIGHT BRIDGE.
existing railroad track1parallel linear track linesCentral of Georgia Railroad Company existing track.
future access road alignment1linear dashed alignment
future track alignment1linear dashed alignment
B.F.P.R. BENT 1Lbridge bent reference point1circular point symbol
B.F.P.R. BENT 1Rbridge bent reference point1circular point symbol
B.F.P.R. BENT 4Lbridge bent reference point1circular point symbol
B.F.P.R. BENT 4Rbridge bent reference point1circular point symbol

Measurements · 65

MeasurementValueApplies to
station305+50existing railroad track alignment
station305+00existing railroad track alignment
station304+50existing railroad track alignment
station304+00existing railroad track alignment
station303+50existing railroad track alignment
station303+00existing railroad track alignment
station302+50existing railroad track alignment
station302+00existing railroad track alignment
bearingN 2°-23'-16.7" Eexisting railroad track alignment
angle81°-20'-05.0"bridge / existing railroad track crossing
station18+16.85SR 21
station303+80.83Central of Georgia Railroad Company existing track
station17+23.00BEGIN BRIDGE
bearingN 83°-43'-21.7" ESR 21
station19+15.00END BRIDGE
angle81°-20'-05.0"B.F.P.R. BENT 1R
angle81°-20'-05.0"B.F.P.R. BENT 4L
station302+00.00surveyed top of rail elevation table
offset2.5 LTsurveyed top of rail elevation table
elevation160.49surveyed top of rail elevation table
station302+00.00surveyed top of rail elevation table
offset2.5 RTsurveyed top of rail elevation table
elevation160.48surveyed top of rail elevation table
station302+50.00surveyed top of rail elevation table
offset2.5 LTsurveyed top of rail elevation table
elevation160.68surveyed top of rail elevation table
station302+50.00surveyed top of rail elevation table
offset2.5 RTsurveyed top of rail elevation table
elevation160.66surveyed top of rail elevation table
station303+00.00surveyed top of rail elevation table
offset2.5 LTsurveyed top of rail elevation table
elevation160.88surveyed top of rail elevation table
station303+00.00surveyed top of rail elevation table
offset2.5 RTsurveyed top of rail elevation table
elevation160.88surveyed top of rail elevation table
station303+50.00surveyed top of rail elevation table
offset2.5 LTsurveyed top of rail elevation table
elevation161.05surveyed top of rail elevation table
station303+50.00surveyed top of rail elevation table
offset2.5 RTsurveyed top of rail elevation table
elevation161.04surveyed top of rail elevation table
station304+00.00surveyed top of rail elevation table
offset2.5 LTsurveyed top of rail elevation table
elevation161.26surveyed top of rail elevation table
station304+00.00surveyed top of rail elevation table
offset2.5 RTsurveyed top of rail elevation table
elevation161.24surveyed top of rail elevation table
station304+50.00surveyed top of rail elevation table
offset2.5 LTsurveyed top of rail elevation table
elevation161.49surveyed top of rail elevation table
station304+50.00surveyed top of rail elevation table
offset2.5 RTsurveyed top of rail elevation table
elevation161.46surveyed top of rail elevation table
station305+00.00surveyed top of rail elevation table
offset2.5 LTsurveyed top of rail elevation table
elevation161.73surveyed top of rail elevation table
station305+00.00surveyed top of rail elevation table
offset2.5 RTsurveyed top of rail elevation table
elevation161.69surveyed top of rail elevation table
station305+50.00surveyed top of rail elevation table
offset2.5 LTsurveyed top of rail elevation table
elevation161.94surveyed top of rail elevation table
station305+50.00surveyed top of rail elevation table
offset2.5 RTsurveyed top of rail elevation table
elevation161.94surveyed top of rail elevation table

Labels

AHEADTO PERKINSPGL WESTBOUNDPGL EASTBOUND℄ SR 21RR R/WTO MILLENEXISTING TRACK ALIGNMENTSURVEYED TOP OF RAIL ELEVATIONSELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACKSTATIONOFFSETELEVATIONN.

Notes

  • ℄ FUTURE ACCESS ROAD
  • ℄ FUTURE TRACK
  • ℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK
  • LIMITS OF LEFT BRIDGE
  • TO US 25/SR 121
  • BEGIN BRIDGE
  • END BRIDGE
  • LIMITS OF RIGHT BRIDGE
  • TO GA HIGHWAY 23
  • SURVEY DATED SEPTEMBER 18, 2024

openai/gpt-5.6-terra-pro · 36192 tokens · 45.1s

crop · 791 × 138

p03_r02 top right sheet header stamp with gdot logo and pi number

page 3 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p03_r02_top_right_sheet_header_stamp_with_gdot_logo_and_pi_number
Original
p03_r02 top right sheet header stamp with gdot logo and pi number
{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop shows a fragment of the drawing title block containing the GDOT logo and a project identification field. No constructional items or quantities are shown."
}

p03_r02 top right sheet header stamp with gdot logo and pi number

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p03_r02_top_right_sheet_header_stamp_with_gdot_logo_and_pi_number

Title Block3 labels

This crop shows a fragment of the drawing title block containing the GDOT logo and a project identification field. No constructional items or quantities are shown.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

GDOTP.I. NO.0019181

openai/gpt-5.6-terra-pro · 6293 tokens · 6.8s

crop · 1948 × 2622

p03_r03 railroad cross sections

page 3 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p03_r03_railroad_cross_sections
Original
p03_r03 railroad cross sections
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "existing railroad right-of-way limits",
      "tag": "",
      "shape": "vertical dashed lines",
      "material": "",
      "count": 16,
      "note": "Two limits are shown in each of eight cross sections."
    },
    {
      "name": "access road",
      "tag": "℄ ACCESS RD.",
      "shape": "irregular depressed roadway profile",
      "material": "",
      "count": 8,
      "note": "One access-road centerline/profile is shown in each cross section."
    },
    {
      "name": "existing railroad track",
      "tag": "℄ EXIST. TRACK",
      "shape": "track schematic with rectangular base",
      "material": "",
      "count": 8,
      "note": "One existing-track schematic is shown in each cross section."
    },
    {
      "name": "future railroad track",
      "tag": "℄ FUTURE TRACK",
      "shape": "track schematic with rectangular base",
      "material": "",
      "count": 8,
      "note": "One future-track schematic is shown in each cross section."
    },
    {
      "name": "existing ground/profile line",
      "tag": "",
      "shape": "irregular dashed line",
      "material": "",
      "count": 8,
      "note": "Dashed profile line extends across each cross section."
    }
  ],
  "measurements": [
    {
      "label": "elevation scale",
      "value": "170",
      "unit": "",
      "appliesTo": "305+50 cross section"
    },
    {
      "label": "elevation scale",
      "value": "160",
      "unit": "",
      "appliesTo": "305+50 cross section"
    },
    {
      "label": "elevation scale",
      "value": "150",
      "unit": "",
      "appliesTo": "305+50 cross section"
    },
    {
      "label": "access road elevation",
      "value": "156.38",
      "unit": "",
      "appliesTo": "℄ ACCESS RD. at 305+50"
    },
    {
      "label": "existing track elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 305+50"
    },
    {
      "label": "existing track elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 305+50"
    },
    {
      "label": "station",
      "value": "305+50",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "elevation scale",
      "value": "170",
      "unit": "",
      "appliesTo": "305+00 cross section"
    },
    {
      "label": "elevation scale",
      "value": "160",
      "unit": "",
      "appliesTo": "305+00 cross section"
    },
    {
      "label": "elevation scale",
      "value": "150",
      "unit": "",
      "appliesTo": "305+00 cross section"
    },
    {
      "label": "access road elevation",
      "value": "156.58",
      "unit": "",
      "appliesTo": "℄ ACCESS RD. at 305+00"
    },
    {
      "label": "existing track elevation",
      "value": "161.73",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 305+00"
    },
    {
      "label": "existing track elevation",
      "value": "161.69",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 305+00"
    },
    {
      "label": "station",
      "value": "305+00",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "elevation scale",
      "value": "170",
      "unit": "",
      "appliesTo": "304+50 cross section"
    },
    {
      "label": "elevation scale",
      "value": "160",
      "unit": "",
      "appliesTo": "304+50 cross section"
    },
    {
      "label": "elevation scale",
      "value": "150",
      "unit": "",
      "appliesTo": "304+50 cross section"
    },
    {
      "label": "access road elevation",
      "value": "157.06",
      "unit": "",
      "appliesTo": "℄ ACCESS RD. at 304+50"
    },
    {
      "label": "existing track elevation",
      "value": "161.49",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 304+50"
    },
    {
      "label": "existing track elevation",
      "value": "161.46",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 304+50"
    },
    {
      "label": "station",
      "value": "304+50",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "elevation scale",
      "value": "170",
      "unit": "",
      "appliesTo": "304+00 cross section"
    },
    {
      "label": "elevation scale",
      "value": "160",
      "unit": "",
      "appliesTo": "304+00 cross section"
    },
    {
      "label": "elevation scale",
      "value": "150",
      "unit": "",
      "appliesTo": "304+00 cross section"
    },
    {
      "label": "access road elevation",
      "value": "158.37",
      "unit": "",
      "appliesTo": "℄ ACCESS RD. at 304+00"
    },
    {
      "label": "existing track elevation",
      "value": "161.26",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 304+00"
    },
    {
      "label": "existing track elevation",
      "value": "161.24",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 304+00"
    },
    {
      "label": "station",
      "value": "304+00",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "elevation scale",
      "value": "170",
      "unit": "",
      "appliesTo": "303+50 cross section"
    },
    {
      "label": "elevation scale",
      "value": "160",
      "unit": "",
      "appliesTo": "303+50 cross section"
    },
    {
      "label": "elevation scale",
      "value": "150",
      "unit": "",
      "appliesTo": "303+50 cross section"
    },
    {
      "label": "access road elevation",
      "value": "158.18",
      "unit": "",
      "appliesTo": "℄ ACCESS RD. at 303+50"
    },
    {
      "label": "existing track elevation",
      "value": "161.05",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 303+50"
    },
    {
      "label": "existing track elevation",
      "value": "161.04",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 303+50"
    },
    {
      "label": "station",
      "value": "303+50",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "elevation scale",
      "value": "170",
      "unit": "",
      "appliesTo": "303+00 cross section"
    },
    {
      "label": "elevation scale",
      "value": "160",
      "unit": "",
      "appliesTo": "303+00 cross section"
    },
    {
      "label": "elevation scale",
      "value": "150",
      "unit": "",
      "appliesTo": "303+00 cross section"
    },
    {
      "label": "access road elevation",
      "value": "156.46",
      "unit": "",
      "appliesTo": "℄ ACCESS RD. at 303+00"
    },
    {
      "label": "existing track elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 303+00"
    },
    {
      "label": "existing track elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 303+00"
    },
    {
      "label": "station",
      "value": "303+00",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "elevation scale",
      "value": "170",
      "unit": "",
      "appliesTo": "302+50 cross section"
    },
    {
      "label": "elevation scale",
      "value": "160",
      "unit": "",
      "appliesTo": "302+50 cross section"
    },
    {
      "label": "elevation scale",
      "value": "150",
      "unit": "",
      "appliesTo": "302+50 cross section"
    },
    {
      "label": "access road elevation",
      "value": "157.16",
      "unit": "",
      "appliesTo": "℄ ACCESS RD. at 302+50"
    },
    {
      "label": "existing track elevation",
      "value": "160.68",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 302+50"
    },
    {
      "label": "existing track elevation",
      "value": "160.66",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 302+50"
    },
    {
      "label": "station",
      "value": "302+50",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "elevation scale",
      "value": "170",
      "unit": "",
      "appliesTo": "302+00 cross section"
    },
    {
      "label": "elevation scale",
      "value": "160",
      "unit": "",
      "appliesTo": "302+00 cross section"
    },
    {
      "label": "elevation scale",
      "value": "150",
      "unit": "",
      "appliesTo": "302+00 cross section"
    },
    {
      "label": "access road elevation",
      "value": "156.82",
      "unit": "",
      "appliesTo": "℄ ACCESS RD. at 302+00"
    },
    {
      "label": "existing track elevation",
      "value": "160.49",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 302+00"
    },
    {
      "label": "existing track elevation",
      "value": "160.48",
      "unit": "",
      "appliesTo": "℄ EXIST. TRACK at 302+00"
    },
    {
      "label": "station",
      "value": "302+00",
      "unit": "",
      "appliesTo": "cross section"
    }
  ],
  "notes": [],
  "labels": [
    "RAILROAD CROSS SECTIONS"
  ],
  "description": "The crop shows eight railroad cross sections at stations 302+00 through 305+50. Each section depicts existing railroad right-of-way limits, an access-road centerline/profile, existing track, future track, a dashed ground/profile line, and printed elevations."
}

p03_r03 railroad cross sections

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p03_r03_railroad_cross_sections

Cross Section5 objects · 56 measurements · 1 label

The crop shows eight railroad cross sections at stations 302+00 through 305+50. Each section depicts existing railroad right-of-way limits, an access-road centerline/profile, existing track, future track, a dashed ground/profile line, and printed elevations.

Objects · 5

MarkObjectNo.ShapeNote
existing railroad right-of-way limits16vertical dashed linesTwo limits are shown in each of eight cross sections.
℄ ACCESS RD.access road8irregular depressed roadway profileOne access-road centerline/profile is shown in each cross section.
℄ EXIST. TRACKexisting railroad track8track schematic with rectangular baseOne existing-track schematic is shown in each cross section.
℄ FUTURE TRACKfuture railroad track8track schematic with rectangular baseOne future-track schematic is shown in each cross section.
existing ground/profile line8irregular dashed lineDashed profile line extends across each cross section.

Measurements · 56

MeasurementValueApplies to
elevation scale170305+50 cross section
elevation scale160305+50 cross section
elevation scale150305+50 cross section
access road elevation156.38℄ ACCESS RD. at 305+50
existing track elevation161.94℄ EXIST. TRACK at 305+50
existing track elevation161.94℄ EXIST. TRACK at 305+50
station305+50cross section
elevation scale170305+00 cross section
elevation scale160305+00 cross section
elevation scale150305+00 cross section
access road elevation156.58℄ ACCESS RD. at 305+00
existing track elevation161.73℄ EXIST. TRACK at 305+00
existing track elevation161.69℄ EXIST. TRACK at 305+00
station305+00cross section
elevation scale170304+50 cross section
elevation scale160304+50 cross section
elevation scale150304+50 cross section
access road elevation157.06℄ ACCESS RD. at 304+50
existing track elevation161.49℄ EXIST. TRACK at 304+50
existing track elevation161.46℄ EXIST. TRACK at 304+50
station304+50cross section
elevation scale170304+00 cross section
elevation scale160304+00 cross section
elevation scale150304+00 cross section
access road elevation158.37℄ ACCESS RD. at 304+00
existing track elevation161.26℄ EXIST. TRACK at 304+00
existing track elevation161.24℄ EXIST. TRACK at 304+00
station304+00cross section
elevation scale170303+50 cross section
elevation scale160303+50 cross section
elevation scale150303+50 cross section
access road elevation158.18℄ ACCESS RD. at 303+50
existing track elevation161.05℄ EXIST. TRACK at 303+50
existing track elevation161.04℄ EXIST. TRACK at 303+50
station303+50cross section
elevation scale170303+00 cross section
elevation scale160303+00 cross section
elevation scale150303+00 cross section
access road elevation156.46℄ ACCESS RD. at 303+00
existing track elevation160.88℄ EXIST. TRACK at 303+00
existing track elevation160.88℄ EXIST. TRACK at 303+00
station303+00cross section
elevation scale170302+50 cross section
elevation scale160302+50 cross section
elevation scale150302+50 cross section
access road elevation157.16℄ ACCESS RD. at 302+50
existing track elevation160.68℄ EXIST. TRACK at 302+50
existing track elevation160.66℄ EXIST. TRACK at 302+50
station302+50cross section
elevation scale170302+00 cross section
elevation scale160302+00 cross section
elevation scale150302+00 cross section
access road elevation156.82℄ ACCESS RD. at 302+00
existing track elevation160.49℄ EXIST. TRACK at 302+00
existing track elevation160.48℄ EXIST. TRACK at 302+00
station302+00cross section

Labels

RAILROAD CROSS SECTIONS

openai/gpt-5.6-terra-pro · 30665 tokens · 37.8s

crop · 1405 × 1301

p03_r04 surveyed top of rail elevations

page 3 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p03_r04_surveyed_top_of_rail_elevations
Original
p03_r04 surveyed top of rail elevations
{
  "view": "Table",
  "objects": [
    {
      "name": "existing railroad track",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Surveyed top-of-rail elevations are tabulated on the existing Central of Georgia Railroad Company existing track."
    }
  ],
  "measurements": [
    {
      "label": "Station 302+00.00, offset 2.5 LT, elevation",
      "value": "160.49",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 302+00.00, offset 2.5 RT, elevation",
      "value": "160.48",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 302+50.00, offset 2.5 LT, elevation",
      "value": "160.68",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 302+50.00, offset 2.5 RT, elevation",
      "value": "160.66",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 303+00.00, offset 2.5 LT, elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 303+00.00, offset 2.5 RT, elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 303+50.00, offset 2.5 LT, elevation",
      "value": "161.05",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 303+50.00, offset 2.5 RT, elevation",
      "value": "161.04",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 304+00.00, offset 2.5 LT, elevation",
      "value": "161.26",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 304+00.00, offset 2.5 RT, elevation",
      "value": "161.24",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 304+50.00, offset 2.5 LT, elevation",
      "value": "161.49",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 304+50.00, offset 2.5 RT, elevation",
      "value": "161.46",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 305+00.00, offset 2.5 LT, elevation",
      "value": "161.73",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 305+00.00, offset 2.5 RT, elevation",
      "value": "161.69",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 305+50.00, offset 2.5 LT, elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "existing railroad track"
    },
    {
      "label": "Station 305+50.00, offset 2.5 RT, elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "existing railroad track"
    }
  ],
  "notes": [
    "SURVEY DATED SEPTEMBER 18, 2024"
  ],
  "labels": [
    "SURVEYED TOP OF RAIL ELEVATIONS",
    "ELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "STATION",
    "OFFSET",
    "ELEVATION"
  ],
  "description": "This crop is a table of surveyed top-of-rail elevations for the existing Central of Georgia Railroad Company existing track. It lists station, left/right 2.5 offsets, and corresponding elevations from Station 302+00.00 through Station 305+50.00."
}

p03_r04 surveyed top of rail elevations

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p03_r04_surveyed_top_of_rail_elevations

Table1 object · 16 measurements · 1 note · 5 labels

This crop is a table of surveyed top-of-rail elevations for the existing Central of Georgia Railroad Company existing track. It lists station, left/right 2.5 offsets, and corresponding elevations from Station 302+00.00 through Station 305+50.00.

Objects · 1

ObjectNote
existing railroad trackSurveyed top-of-rail elevations are tabulated on the existing Central of Georgia Railroad Company existing track.

Measurements · 16

MeasurementValueApplies to
Station 302+00.00, offset 2.5 LT, elevation160.49existing railroad track
Station 302+00.00, offset 2.5 RT, elevation160.48existing railroad track
Station 302+50.00, offset 2.5 LT, elevation160.68existing railroad track
Station 302+50.00, offset 2.5 RT, elevation160.66existing railroad track
Station 303+00.00, offset 2.5 LT, elevation160.88existing railroad track
Station 303+00.00, offset 2.5 RT, elevation160.88existing railroad track
Station 303+50.00, offset 2.5 LT, elevation161.05existing railroad track
Station 303+50.00, offset 2.5 RT, elevation161.04existing railroad track
Station 304+00.00, offset 2.5 LT, elevation161.26existing railroad track
Station 304+00.00, offset 2.5 RT, elevation161.24existing railroad track
Station 304+50.00, offset 2.5 LT, elevation161.49existing railroad track
Station 304+50.00, offset 2.5 RT, elevation161.46existing railroad track
Station 305+00.00, offset 2.5 LT, elevation161.73existing railroad track
Station 305+00.00, offset 2.5 RT, elevation161.69existing railroad track
Station 305+50.00, offset 2.5 LT, elevation161.94existing railroad track
Station 305+50.00, offset 2.5 RT, elevation161.94existing railroad track

Labels

SURVEYED TOP OF RAIL ELEVATIONSELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACKSTATIONOFFSETELEVATION

Notes

  • SURVEY DATED SEPTEMBER 18, 2024

openai/gpt-5.6-terra-pro · 17690 tokens · 16.6s

crop · 1941 × 1081

p03_r05 georgia department of transportation existing track information

page 3 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p03_r05_georgia_department_of_transportation_existing_track_information
Original
p03_r05 georgia department of transportation existing track information
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1” = 20’-0”",
      "unit": "",
      "appliesTo": "Sheet"
    },
    {
      "label": "Bridge Sheet",
      "value": "3 OF 21",
      "unit": "",
      "appliesTo": "Sheet"
    }
  ],
  "notes": [
    "SCALE: 1” = 20’-0” (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "EXISTING TRACK INFORMATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "APRIL 2025",
    "DRAWING NO. 35-0003",
    "BRIDGE SHEET 3 OF 21",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED UP",
    "DRAWN PS",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "$DGN$"
  ],
  "description": "This crop shows the lower-right title block of bridge sheet 3 of 21. It identifies the Georgia Department of Transportation project as Existing Track Information for SR 21 @ NS #620272Y in Jenkins County, with drawing number 35-0003 and date April 2025."
}

p03_r05 georgia department of transportation existing track information

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p03_r05_georgia_department_of_transportation_existing_track_information

Title Block2 measurements · 2 notes · 27 labels

This crop shows the lower-right title block of bridge sheet 3 of 21. It identifies the Georgia Department of Transportation project as Existing Track Information for SR 21 @ NS #620272Y in Jenkins County, with drawing number 35-0003 and date April 2025.

Objects · 0

No objects read. Edit to add one.

Measurements · 2

MeasurementValueApplies to
Scale1” = 20’-0”Sheet
Bridge Sheet3 OF 21Sheet

Labels

BRIDGE NO. 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 STRUCTURESEXISTING TRACK INFORMATIONSR 21 @ NS #620272YJENKINS COUNTY0019181APRIL 2025DRAWING NO. 35-0003BRIDGE SHEET 3 OF 21DATEREVISIONSBYDESIGNED UPDRAWN PSCHECKED ASDESIGN GROUP JBKREVIEWED DLC/SKGAPPROVED DPDGEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY$DGN$

Notes

  • SCALE: 1” = 20’-0” (UNLESS OTHERWISE NOTED)
  • 1 INCH WHEN PRINTED FULL SIZE

openai/gpt-5.6-terra-pro · 16276 tokens · 20.7s

item · 839 × 169

Other P03 R02

page 3 · other_p03_r02
Original
Other P03 R02
{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is a fragment of the drawing title block. It shows the GDOT logo and the project identification number field, P.I. NO. 0019181."
}

Other P03 R02

done

other_p03_r02

Title Block3 labels

This crop is a fragment of the drawing title block. It shows the GDOT logo and the project identification number field, P.I. NO. 0019181.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

GDOTP.I. NO.0019181

openai/gpt-5.6-terra-pro · 6512 tokens · 9.3s

item · 1977 × 1110

Other P03 R05

page 3 · other_p03_r05
Original
Other P03 R05
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1\" = 20'-0\"",
      "unit": "",
      "appliesTo": "Sheet scale"
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A",
    "SASTRY & ASSOCIATES, INC.",
    "Atlanta",
    "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",
    "EXISTING TRACK INFORMATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0003",
    "BRIDGE SHEET",
    "3 OF 21",
    "DATE",
    "REVISIONS",
    "DESIGNED",
    "UP",
    "DRAWN",
    "PS",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "APRIL 2025",
    "$DGN$"
  ],
  "description": "This crop shows the sheet title block for a Georgia Department of Transportation bridge drawing. It identifies the work as Existing Track Information for SR 21 at NS #620272Y in Jenkins County, with drawing number 35-0003 and bridge sheet 3 of 21."
}

Other P03 R05

done

other_p03_r05

Title Block1 measurement · 2 notes · 34 labels

This crop shows the sheet title block for a Georgia Department of Transportation bridge drawing. It identifies the work as Existing Track Information for SR 21 at NS #620272Y in Jenkins County, with drawing number 35-0003 and bridge sheet 3 of 21.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueApplies to
SCALE1" = 20'-0"Sheet scale

Labels

BRIDGE NO. 1 LT. AND RT.S&ASASTRY & ASSOCIATES, INC.Atlanta11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375 FAX: 770-442-0761GEORGIADEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESEXISTING TRACK INFORMATIONSR 21 @ NS #620272YJENKINS COUNTY0019181DRAWING NO.35-0003BRIDGE SHEET3 OF 21DATEREVISIONSDESIGNEDUPDRAWNPSCHECKEDASDESIGN GROUPJBKREVIEWEDDLC/SKGAPPROVEDDPDAPRIL 2025$DGN$

Notes

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

openai/gpt-5.6-terra-pro · 16066 tokens · 14.4s

item · 1995 × 2653

Railroad Track Cross Section

page 3 · railroad_track_cross_section_p03_r03
Original
Railroad Track Cross Section
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Existing railroad right-of-way limits",
      "tag": "",
      "shape": "vertical dashed lines",
      "material": "",
      "count": 8,
      "note": "Paired limits shown in each cross section."
    },
    {
      "name": "Access road",
      "tag": "",
      "shape": "depressed roadway profile",
      "material": "",
      "count": 8,
      "note": "Centerline callout shown in each section."
    },
    {
      "name": "Existing railroad track",
      "tag": "",
      "shape": "two-rail track symbol",
      "material": "",
      "count": 8,
      "note": "Centerline callout shown in each section."
    },
    {
      "name": "Future railroad track",
      "tag": "",
      "shape": "two-rail track symbol on rectangular base",
      "material": "",
      "count": 8,
      "note": "Centerline callout shown in each section."
    }
  ],
  "measurements": [
    {
      "label": "Elevation tick",
      "value": "170",
      "unit": "",
      "appliesTo": "305+50 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "160",
      "unit": "",
      "appliesTo": "305+50 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "150",
      "unit": "",
      "appliesTo": "305+50 cross section"
    },
    {
      "label": "Access road elevation",
      "value": "156.38",
      "unit": "",
      "appliesTo": "ACCESS RD. at 305+50"
    },
    {
      "label": "Existing track elevations",
      "value": "161.94",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 305+50"
    },
    {
      "label": "Existing track elevations",
      "value": "161.94",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 305+50"
    },
    {
      "label": "Station",
      "value": "305+50",
      "unit": "",
      "appliesTo": "Cross section"
    },
    {
      "label": "Elevation tick",
      "value": "170",
      "unit": "",
      "appliesTo": "305+00 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "160",
      "unit": "",
      "appliesTo": "305+00 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "150",
      "unit": "",
      "appliesTo": "305+00 cross section"
    },
    {
      "label": "Access road elevation",
      "value": "156.58",
      "unit": "",
      "appliesTo": "ACCESS RD. at 305+00"
    },
    {
      "label": "Existing track elevation",
      "value": "161.73",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 305+00"
    },
    {
      "label": "Existing track elevation",
      "value": "161.69",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 305+00"
    },
    {
      "label": "Station",
      "value": "305+00",
      "unit": "",
      "appliesTo": "Cross section"
    },
    {
      "label": "Elevation tick",
      "value": "170",
      "unit": "",
      "appliesTo": "304+50 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "160",
      "unit": "",
      "appliesTo": "304+50 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "150",
      "unit": "",
      "appliesTo": "304+50 cross section"
    },
    {
      "label": "Access road elevation",
      "value": "157.06",
      "unit": "",
      "appliesTo": "ACCESS RD. at 304+50"
    },
    {
      "label": "Existing track elevation",
      "value": "161.49",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 304+50"
    },
    {
      "label": "Existing track elevation",
      "value": "161.46",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 304+50"
    },
    {
      "label": "Station",
      "value": "304+50",
      "unit": "",
      "appliesTo": "Cross section"
    },
    {
      "label": "Elevation tick",
      "value": "170",
      "unit": "",
      "appliesTo": "304+00 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "160",
      "unit": "",
      "appliesTo": "304+00 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "150",
      "unit": "",
      "appliesTo": "304+00 cross section"
    },
    {
      "label": "Access road elevation",
      "value": "158.37",
      "unit": "",
      "appliesTo": "ACCESS RD. at 304+00"
    },
    {
      "label": "Existing track elevation",
      "value": "161.26",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 304+00"
    },
    {
      "label": "Existing track elevation",
      "value": "161.24",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 304+00"
    },
    {
      "label": "Station",
      "value": "304+00",
      "unit": "",
      "appliesTo": "Cross section"
    },
    {
      "label": "Elevation tick",
      "value": "170",
      "unit": "",
      "appliesTo": "303+50 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "160",
      "unit": "",
      "appliesTo": "303+50 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "150",
      "unit": "",
      "appliesTo": "303+50 cross section"
    },
    {
      "label": "Access road elevation",
      "value": "158.18",
      "unit": "",
      "appliesTo": "ACCESS RD. at 303+50"
    },
    {
      "label": "Existing track elevation",
      "value": "161.05",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 303+50"
    },
    {
      "label": "Existing track elevation",
      "value": "161.04",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 303+50"
    },
    {
      "label": "Station",
      "value": "303+50",
      "unit": "",
      "appliesTo": "Cross section"
    },
    {
      "label": "Elevation tick",
      "value": "170",
      "unit": "",
      "appliesTo": "303+00 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "160",
      "unit": "",
      "appliesTo": "303+00 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "150",
      "unit": "",
      "appliesTo": "303+00 cross section"
    },
    {
      "label": "Access road elevation",
      "value": "156.46",
      "unit": "",
      "appliesTo": "ACCESS RD. at 303+00"
    },
    {
      "label": "Existing track elevations",
      "value": "160.88",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 303+00"
    },
    {
      "label": "Existing track elevations",
      "value": "160.88",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 303+00"
    },
    {
      "label": "Station",
      "value": "303+00",
      "unit": "",
      "appliesTo": "Cross section"
    },
    {
      "label": "Elevation tick",
      "value": "170",
      "unit": "",
      "appliesTo": "302+50 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "160",
      "unit": "",
      "appliesTo": "302+50 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "150",
      "unit": "",
      "appliesTo": "302+50 cross section"
    },
    {
      "label": "Access road elevation",
      "value": "157.16",
      "unit": "",
      "appliesTo": "ACCESS RD. at 302+50"
    },
    {
      "label": "Existing track elevation",
      "value": "160.68",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 302+50"
    },
    {
      "label": "Existing track elevation",
      "value": "160.66",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 302+50"
    },
    {
      "label": "Station",
      "value": "302+50",
      "unit": "",
      "appliesTo": "Cross section"
    },
    {
      "label": "Elevation tick",
      "value": "170",
      "unit": "",
      "appliesTo": "302+00 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "160",
      "unit": "",
      "appliesTo": "302+00 cross section"
    },
    {
      "label": "Elevation tick",
      "value": "150",
      "unit": "",
      "appliesTo": "302+00 cross section"
    },
    {
      "label": "Access road elevation",
      "value": "156.82",
      "unit": "",
      "appliesTo": "ACCESS RD. at 302+00"
    },
    {
      "label": "Existing track elevation",
      "value": "160.49",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 302+00"
    },
    {
      "label": "Existing track elevation",
      "value": "160.48",
      "unit": "",
      "appliesTo": "EXIST. TRACK at 302+00"
    },
    {
      "label": "Station",
      "value": "302+00",
      "unit": "",
      "appliesTo": "Cross section"
    }
  ],
  "notes": [],
  "labels": [
    "RAILROAD CROSS SECTIONS"
  ],
  "description": "The crop shows eight railroad cross sections at stations 302+00 through 305+50. Each section depicts existing railroad right-of-way limits, an access road profile, an existing track, and a future track, with printed elevation values at the road and existing track."
}

Railroad Track Cross Section

done

railroad_track_cross_section_p03_r03Substructurecross section

Cross Section4 objects · 56 measurements · 1 label

The crop shows eight railroad cross sections at stations 302+00 through 305+50. Each section depicts existing railroad right-of-way limits, an access road profile, an existing track, and a future track, with printed elevation values at the road and existing track.

Objects · 4

ObjectNo.ShapeNote
Existing railroad right-of-way limits8vertical dashed linesPaired limits shown in each cross section.
Access road8depressed roadway profileCenterline callout shown in each section.
Existing railroad track8two-rail track symbolCenterline callout shown in each section.
Future railroad track8two-rail track symbol on rectangular baseCenterline callout shown in each section.

Measurements · 56

MeasurementValueApplies to
Elevation tick170305+50 cross section
Elevation tick160305+50 cross section
Elevation tick150305+50 cross section
Access road elevation156.38ACCESS RD. at 305+50
Existing track elevations161.94EXIST. TRACK at 305+50
Existing track elevations161.94EXIST. TRACK at 305+50
Station305+50Cross section
Elevation tick170305+00 cross section
Elevation tick160305+00 cross section
Elevation tick150305+00 cross section
Access road elevation156.58ACCESS RD. at 305+00
Existing track elevation161.73EXIST. TRACK at 305+00
Existing track elevation161.69EXIST. TRACK at 305+00
Station305+00Cross section
Elevation tick170304+50 cross section
Elevation tick160304+50 cross section
Elevation tick150304+50 cross section
Access road elevation157.06ACCESS RD. at 304+50
Existing track elevation161.49EXIST. TRACK at 304+50
Existing track elevation161.46EXIST. TRACK at 304+50
Station304+50Cross section
Elevation tick170304+00 cross section
Elevation tick160304+00 cross section
Elevation tick150304+00 cross section
Access road elevation158.37ACCESS RD. at 304+00
Existing track elevation161.26EXIST. TRACK at 304+00
Existing track elevation161.24EXIST. TRACK at 304+00
Station304+00Cross section
Elevation tick170303+50 cross section
Elevation tick160303+50 cross section
Elevation tick150303+50 cross section
Access road elevation158.18ACCESS RD. at 303+50
Existing track elevation161.05EXIST. TRACK at 303+50
Existing track elevation161.04EXIST. TRACK at 303+50
Station303+50Cross section
Elevation tick170303+00 cross section
Elevation tick160303+00 cross section
Elevation tick150303+00 cross section
Access road elevation156.46ACCESS RD. at 303+00
Existing track elevations160.88EXIST. TRACK at 303+00
Existing track elevations160.88EXIST. TRACK at 303+00
Station303+00Cross section
Elevation tick170302+50 cross section
Elevation tick160302+50 cross section
Elevation tick150302+50 cross section
Access road elevation157.16ACCESS RD. at 302+50
Existing track elevation160.68EXIST. TRACK at 302+50
Existing track elevation160.66EXIST. TRACK at 302+50
Station302+50Cross section
Elevation tick170302+00 cross section
Elevation tick160302+00 cross section
Elevation tick150302+00 cross section
Access road elevation156.82ACCESS RD. at 302+00
Existing track elevation160.49EXIST. TRACK at 302+00
Existing track elevation160.48EXIST. TRACK at 302+00
Station302+00Cross section

Labels

RAILROAD CROSS SECTIONS

openai/gpt-5.6-terra-pro · 32892 tokens · 34.9s

Page 416 crops · 16 read
item · 1262 × 676

Barrier End Post

page 4 · barrier_end_post_p04_r03
Original
Barrier End Post
{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier transition",
      "tag": "",
      "shape": "rectangular with sloping top profile",
      "material": "",
      "count": 1,
      "note": "Shown transitioning over a 12'-0\" length."
    },
    {
      "name": "end post",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Located at the left end of the barrier transition."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "sloping",
      "material": "",
      "count": 1,
      "note": "Callout identifies a 12\" paving rest at the end post."
    }
  ],
  "measurements": [
    {
      "label": "Barrier transition length",
      "value": "12'-0\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "Paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "Vertical dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "Barrier transition end height",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "Barrier transition slope",
      "value": "1/18",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "Scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Transition Detail"
    }
  ],
  "notes": [],
  "labels": [
    "BARRIER TRANSITION DETAIL",
    "SCALE: 1/4\" = 1'-0\""
  ],
  "description": "This crop shows a barrier transition detail in profile/elevation, extending from an end post at the left to a taller barrier section at the right. A sloping paving rest is shown at the end post, and the barrier transition slope is indicated as 1/18."
}

Barrier End Post

done

barrier_end_post_p04_r03SubstructureElevation

Detail3 objects · 6 measurements · 2 labels

This crop shows a barrier transition detail in profile/elevation, extending from an end post at the left to a taller barrier section at the right. A sloping paving rest is shown at the end post, and the barrier transition slope is indicated as 1/18.

Objects · 3

ObjectNo.ShapeMaterialNote
barrier transition1rectangular with sloping top profileShown transitioning over a 12'-0" length.
end post1rectangularreinforced concreteLocated at the left end of the barrier transition.
paving rest1slopingCallout identifies a 12" paving rest at the end post.

Measurements · 6

MeasurementValueApplies to
Barrier transition length12'-0"barrier transition
Paving rest12"paving rest
Vertical dimension2"end post
Barrier transition end height1'-9½"barrier transition
Barrier transition slope1/18barrier transition
Scale1/4" = 1'-0"Barrier Transition Detail

Labels

BARRIER TRANSITION DETAILSCALE: 1/4" = 1'-0"

openai/gpt-5.6-terra-pro · 14821 tokens · 34.9s

item · 1244 × 512

Barrier

page 4 · barrier_p04_r04
Original
Barrier
{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier transition",
      "tag": "BARRIER TRANSITION",
      "shape": "tapered longitudinal barrier profile",
      "material": "",
      "count": 1,
      "note": "Top surface slopes from the end-post end to the full-height barrier."
    },
    {
      "name": "end post",
      "tag": "END POST",
      "shape": "inclined rectangular post",
      "material": "concrete",
      "count": 1,
      "note": "Located at the left end of the barrier transition."
    },
    {
      "name": "paving rest",
      "tag": "PAVING REST",
      "shape": "inclined rectangular paving-rest area",
      "material": "",
      "count": 1,
      "note": "Shown adjacent to the end post."
    }
  ],
  "measurements": [
    {
      "label": "PAVING REST",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "vertical offset at barrier transition start",
      "value": "2\"",
      "unit": "",
      "appliesTo": "BARRIER TRANSITION"
    },
    {
      "label": "barrier transition length",
      "value": "12'-0\"",
      "unit": "",
      "appliesTo": "BARRIER TRANSITION"
    },
    {
      "label": "barrier height at right end",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "BARRIER TRANSITION"
    },
    {
      "label": "barrier transition slope",
      "value": "1",
      "unit": "",
      "appliesTo": "BARRIER TRANSITION"
    },
    {
      "label": "barrier transition slope",
      "value": "18",
      "unit": "",
      "appliesTo": "BARRIER TRANSITION"
    }
  ],
  "notes": [],
  "labels": [],
  "description": "This crop shows a longitudinal detail of a tapered barrier transition and its inclined end post. The barrier transition is 12'-0\" long, rising from the end-post end to a right-end height of 1'-9 1/2\", with a diagrammed 1-to-18 slope."
}

Barrier

done

barrier_p04_r04Substructure

Detail3 objects · 6 measurements

This crop shows a longitudinal detail of a tapered barrier transition and its inclined end post. The barrier transition is 12'-0" long, rising from the end-post end to a right-end height of 1'-9 1/2", with a diagrammed 1-to-18 slope.

Objects · 3

MarkObjectNo.ShapeMaterialNote
BARRIER TRANSITIONbarrier transition1tapered longitudinal barrier profileTop surface slopes from the end-post end to the full-height barrier.
END POSTend post1inclined rectangular postconcreteLocated at the left end of the barrier transition.
PAVING RESTpaving rest1inclined rectangular paving-rest areaShown adjacent to the end post.

Measurements · 6

MeasurementValueApplies to
PAVING REST12"paving rest
vertical offset at barrier transition start2"BARRIER TRANSITION
barrier transition length12'-0"BARRIER TRANSITION
barrier height at right end1'-9 1/2"BARRIER TRANSITION
barrier transition slope1BARRIER TRANSITION
barrier transition slope18BARRIER TRANSITION

openai/gpt-5.6-terra-pro · 13708 tokens · 30.8s

item · 1063 × 977

Expansion Joint

page 4 · expansion_joint_p04_r05
Original
Expansion Joint
{
  "view": "Detail",
  "objects": [
    {
      "name": "Preformed silicone joint seal",
      "tag": "*",
      "shape": "bulbous profile",
      "material": "silicone",
      "count": 1,
      "note": "Installed within the expansion-joint opening."
    },
    {
      "name": "Silicone adhesive",
      "tag": "",
      "shape": "beads along joint sides",
      "material": "silicone",
      "count": 2,
      "note": "Shown at both sides of the joint seal."
    },
    {
      "name": "Filler material",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Hatched material below the joint seal."
    }
  ],
  "measurements": [
    {
      "label": "Joint opening width",
      "value": "1 3/8\"",
      "unit": "",
      "appliesTo": "Preformed silicone joint seal"
    },
    {
      "label": "Vertical recess dimension",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "Expansion joint detail"
    },
    {
      "label": "Radius",
      "value": "1/4\" R",
      "unit": "",
      "appliesTo": "Expansion joint edge"
    },
    {
      "label": "Filler material dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "Filler material"
    }
  ],
  "notes": [
    "PRE-FORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449",
    "FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS"
  ],
  "labels": [
    "EXPANSION JOINT DETAILS",
    "END BENTS 1 AND 4",
    "NO SCALE"
  ],
  "description": "This crop shows an expansion joint cross-sectional detail for end bents 1 and 4. It depicts a preformed silicone joint seal with silicone adhesive and filler material below the seal."
}

Expansion Joint

done

expansion_joint_p04_r05Substructurecross section

Detail3 objects · 4 measurements · 2 notes · 3 labels

This crop shows an expansion joint cross-sectional detail for end bents 1 and 4. It depicts a preformed silicone joint seal with silicone adhesive and filler material below the seal.

Objects · 3

MarkObjectNo.ShapeMaterialNote
*Preformed silicone joint seal1bulbous profilesiliconeInstalled within the expansion-joint opening.
Silicone adhesive2beads along joint sidessiliconeShown at both sides of the joint seal.
Filler material1rectangularHatched material below the joint seal.

Measurements · 4

MeasurementValueApplies to
Joint opening width1 3/8"Preformed silicone joint seal
Vertical recess dimension1/2"Expansion joint detail
Radius1/4" RExpansion joint edge
Filler material dimension4"Filler material

Labels

EXPANSION JOINT DETAILSEND BENTS 1 AND 4NO SCALE

Notes

  • PRE-FORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449
  • FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS

openai/gpt-5.6-terra-pro · 13191 tokens · 23.2s

crop · 3171 × 3825

p04_r01 deck plan

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r01_deck_plan
Original
p04_r01 deck plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck",
      "tag": "SPAN I",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan portions are shown on opposite sides of the construction centerline."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Beams 1–6 are shown in the upper portion and Beams 7–12 in the lower portion."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP. at the exterior edges."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Exterior endwalls are called out as 3'-0\" outside exterior beam and 1'-6\" at the opposite end."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": 4,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fence post",
      "tag": "* / **",
      "shape": "point",
      "material": "",
      "count": null,
      "note": "Fence-post locations and spacing are indicated; individual post count cannot be reliably determined from the crop."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Bent line is shown in each deck-plan portion."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "SPAN I deck"
    },
    {
      "label": "deck-width divisions",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN I deck; shown three times"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts; shown repeatedly"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts; shown at exterior end locations"
    },
    {
      "label": "edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "deck edge / fence-post layout"
    },
    {
      "label": "fence-post end spacing",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence posts; shown in pairs"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet, TYP."
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck / B.F.P.R. BENT 1; TYP."
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm; TYP."
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam; TYP."
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "deck width gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "deck width out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "edge vertical dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck edge; shown repeatedly"
    },
    {
      "label": "end-post dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts; shown repeatedly"
    },
    {
      "label": "fence-post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post spacing",
      "value": "6'-8 13/16\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-4 5/16\"",
      "unit": "",
      "appliesTo": "upper center deck layout"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "upper center deck layout; shown twice"
    },
    {
      "label": "overall intermediate dimension",
      "value": "52'-2 13/16\"",
      "unit": "",
      "appliesTo": "upper center deck layout"
    },
    {
      "label": "overall intermediate dimension",
      "value": "51'-8 3/8\"",
      "unit": "",
      "appliesTo": "center deck layout"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-2 13/16\"",
      "unit": "",
      "appliesTo": "lower center deck layout; shown twice"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "lower center deck layout"
    },
    {
      "label": "end-post dimension",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence-post spacing",
      "value": "6'-2 3/8\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "vertical dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck layout; shown twice"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "construction centerline / deck layout"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "FENCE POST SPACING"
  ],
  "labels": [
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "400A",
    "12-502A",
    "12-502B",
    "12-502C",
    "SPAN I",
    "DECK PLAN"
  ],
  "description": "This crop is a deck plan for Span I, showing two skewed deck-plan portions separated at the construction centerline of SR 21. It documents the beam layout, exterior edge beams and endwalls, diaphragms, paving rests, fence-post spacing, deck widths, skew geometry, and westbound/eastbound profile-grade-line references."
}

p04_r01 deck plan

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r01_deck_plan

Plan8 objects · 30 measurements · 8 notes · 9 labels

This crop is a deck plan for Span I, showing two skewed deck-plan portions separated at the construction centerline of SR 21. It documents the beam layout, exterior edge beams and endwalls, diaphragms, paving rests, fence-post spacing, deck widths, skew geometry, and westbound/eastbound profile-grade-line references.

Objects · 8

MarkObjectNo.ShapeMaterialNote
SPAN Ibridge deck2skewed rectangularTwo adjacent deck-plan portions are shown on opposite sides of the construction centerline.
℄ BEAM 1 through ℄ BEAM 12beam12linearBeams 1–6 are shown in the upper portion and Beams 7–12 in the lower portion.
edge beam4linearCalled out as 1'-0" EDGEBEAM, TYP. at the exterior edges.
endwall4linearExterior endwalls are called out as 3'-0" outside exterior beam and 1'-6" at the opposite end.
concrete diaphragm4linearconcreteCalled out as 10" CONCRETE DIAPHRAGM, TYP.
paving rest2linearCalled out as 12" PAVING REST.
* / **fence postpointFence-post locations and spacing are indicated; individual post count cannot be reliably determined from the crop.
B.F.P.R. BENT 1bent2linearBent line is shown in each deck-plan portion.

Measurements · 30

MeasurementValueApplies to
overall deck width55'-0"SPAN I deck
deck-width divisions18'-4"SPAN I deck; shown three times
fence post spacing9'-6"fence posts; shown repeatedly
fence post spacing6'-6"fence posts; shown at exterior end locations
edge offset1'-0"deck edge / fence-post layout
fence-post end spacing5'-0"fence posts; shown in pairs
endwall outside exterior beam3'-0"endwall
fillet8"fillet, TYP.
skew angle81°-20'-05.0"deck / B.F.P.R. BENT 1; TYP.
concrete diaphragm thickness10"concrete diaphragm; TYP.
edgebeam width1'-0"edgebeam; TYP.
paving rest12"paving rest
endwall1'-6"endwall
deck width gutter to gutter40'-0"deck
deck width out to out43'-7"deck
edge vertical dimension1'-9½"deck edge; shown repeatedly
end-post dimension4'-3"END POST
fence-post spacing8'-9"fence posts; shown repeatedly
fence-post spacing8'-0"fence posts
fence-post spacing6'-8 13/16"fence posts
intermediate dimension17'-4 5/16"upper center deck layout
intermediate dimension17'-5¼"upper center deck layout; shown twice
overall intermediate dimension52'-2 13/16"upper center deck layout
overall intermediate dimension51'-8 3/8"center deck layout
intermediate dimension17'-2 13/16"lower center deck layout; shown twice
intermediate dimension17'-2¾"lower center deck layout
end-post dimension4'-6"END POST
fence-post spacing6'-2 3/8"fence posts
vertical dimension22'-0"deck layout; shown twice
bearingN 83°-43'-21.7" E.construction centerline / deck layout

Labels

PGL WESTBOUNDPGL EASTBOUNDCONSTRUCTION ℄ SR 21400A12-502A12-502B12-502CSPAN IDECK PLAN

Notes

  • 3'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
  • 8" FILLET, TYP.
  • 81°-20'-05.0", TYP.
  • 10" CONCRETE DIAPHRAGM, TYP.
  • 1'-0" EDGEBEAM, TYP.
  • 12" PAVING REST
  • 1'-6" ENDWALL
  • FENCE POST SPACING

openai/gpt-5.6-terra-pro · 36801 tokens · 59.8s

crop · 2881 × 3681

p04_r02 deck plan of span 1 with beams and dimensions

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r02_deck_plan_of_span_1_with_beams_and_dimensions
Original
p04_r02 deck plan of span 1 with beams and dimensions
{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan areas are shown, separated at the construction centerline."
    },
    {
      "name": "beams",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Six beams are shown in each deck area."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Both 3'-0\" endwall outside exterior beam and 1'-6\" endwall are called out."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 2,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 8\" FILLET, TYP."
    },
    {
      "name": "fence posts",
      "tag": "* and **",
      "shape": "point symbols",
      "material": "",
      "count": null,
      "note": "Fence post spacing and end post locations are dimensioned."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width divisions",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "dimension between marked points",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "* fence post symbols"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at end post",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "dimension",
      "value": "17'-4⅚\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "52'-2³⁄16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "17'-2³⁄16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at end post",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "distance between deck areas",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "bearing/skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "FENCE POST SPACING",
    "GUTTER TO GUTTER",
    "OUT TO OUT"
  ],
  "labels": [
    "I2-502A",
    "I2-502B",
    "I2-502C",
    "400A",
    "B.F.P.R. BENT 1",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "SPAN 1",
    "DECK PLAN"
  ],
  "description": "This crop is a plan view titled SPAN 1 DECK PLAN. It shows two skewed deck areas with beams 1 through 12, edgebeams, endwalls, paving rests, concrete diaphragms, and fence-post spacing layout. The construction centerline for SR 21 and westbound/eastbound PGL lines are shown between the two deck areas."
}

p04_r02 deck plan of span 1 with beams and dimensions

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r02_deck_plan_of_span_1_with_beams_and_dimensions

Plan8 objects · 30 measurements · 10 notes · 11 labels

This crop is a plan view titled SPAN 1 DECK PLAN. It shows two skewed deck areas with beams 1 through 12, edgebeams, endwalls, paving rests, concrete diaphragms, and fence-post spacing layout. The construction centerline for SR 21 and westbound/eastbound PGL lines are shown between the two deck areas.

Objects · 8

MarkObjectNo.ShapeMaterialNote
deck slab2skewed rectangularTwo adjacent deck-plan areas are shown, separated at the construction centerline.
℄ BEAM 1 through ℄ BEAM 12beams12linearSix beams are shown in each deck area.
edgebeam4linearCalled out as 1'-0" EDGEBEAM, TYP.
endwalllinearBoth 3'-0" endwall outside exterior beam and 1'-6" endwall are called out.
concrete diaphragm2rectangularconcreteCalled out as 10" CONCRETE DIAPHRAGM, TYP.
paving rest2linearCalled out as 12" PAVING REST.
filletlinearCalled out as 8" FILLET, TYP.
* and **fence postspoint symbolsFence post spacing and end post locations are dimensioned.

Measurements · 30

MeasurementValueApplies to
overall deck width55'-0"deck slab
deck width divisions18'-4"deck slab
fence post spacing9'-6"fence posts
fence post spacing6'-6"fence posts
offset1'-0"deck slab
endwall outside exterior beam3'-0"endwall
fillet8"fillet
edgebeam1'-0"edgebeam
concrete diaphragm10"concrete diaphragm
paving rest12"paving rest
endwall1'-6"endwall
dimension between marked points5'-0"* fence post symbols
gutter to gutter40'-0"deck slab
out to out43'-7"deck slab
edge offset1'-9½"deck slab
dimension at end post4'-3"END POST
fence post spacing8'-9"fence posts
fence post spacing8'-0"fence posts
fence post spacing6'-8⅜"fence posts
dimension17'-4⅚"deck slab
dimension17'-5¼"deck slab
dimension52'-2³⁄16"deck slab
dimension51'-8⅜"deck slab
dimension17'-2³⁄16"deck slab
dimension17'-2¾"deck slab
dimension at end post4'-6"END POST
fence post spacing6'-2⅜"fence posts
distance between deck areas22'-0"deck slab
bearing/skew angle81°-20'-05.0"B.F.P.R. BENT 1
bearingN 83°-43'-21.7" E.CONSTRUCTION ℄ SR 21

Labels

I2-502AI2-502BI2-502C400AB.F.P.R. BENT 1PGL WESTBOUNDPGL EASTBOUNDCONSTRUCTION ℄ SR 21END POSTSPAN 1DECK PLAN

Notes

  • 3'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
  • 8" FILLET, TYP.
  • 81°-20'-05.0", TYP.
  • 10" CONCRETE DIAPHRAGM, TYP.
  • 1'-0" EDGEBEAM, TYP.
  • 12" PAVING REST
  • 1'-6" ENDWALL
  • FENCE POST SPACING
  • GUTTER TO GUTTER
  • OUT TO OUT

openai/gpt-5.6-terra-pro · 31346 tokens · 40.9s

crop · 1214 × 646

p04_r03 barrier transition detail

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r03_barrier_transition_detail
Original
p04_r03 barrier transition detail
{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier transition",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Shown with a sloping top profile over the transition length."
    },
    {
      "name": "end post",
      "tag": "",
      "shape": "rectangular post",
      "material": "",
      "count": 1,
      "note": "Located at the left end of the barrier transition."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown adjacent to the end post."
    }
  ],
  "measurements": [
    {
      "label": "paving rest",
      "value": "12",
      "unit": "in",
      "appliesTo": "paving rest"
    },
    {
      "label": "vertical dimension",
      "value": "2",
      "unit": "in",
      "appliesTo": "barrier transition"
    },
    {
      "label": "barrier transition length",
      "value": "12'-0\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "overall end height",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "slope diagram vertical",
      "value": "1",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "slope diagram horizontal",
      "value": "18",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Transition Detail"
    }
  ],
  "notes": [],
  "labels": [
    "BARRIER TRANSITION DETAIL",
    "SCALE: 1/4\" = 1'-0\"",
    "BARRIER TRANSITION"
  ],
  "description": "This crop shows a Barrier Transition Detail. It depicts a tapered barrier transition from an end post and 12-inch paving rest, with dimensions for transition length, initial rise, and end height."
}

p04_r03 barrier transition detail

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r03_barrier_transition_detail

Detail3 objects · 7 measurements · 3 labels

This crop shows a Barrier Transition Detail. It depicts a tapered barrier transition from an end post and 12-inch paving rest, with dimensions for transition length, initial rise, and end height.

Objects · 3

ObjectNo.ShapeNote
barrier transition1taperedShown with a sloping top profile over the transition length.
end post1rectangular postLocated at the left end of the barrier transition.
paving rest1rectangularShown adjacent to the end post.

Measurements · 7

MeasurementValueUnitApplies to
paving rest12inpaving rest
vertical dimension2inbarrier transition
barrier transition length12'-0"barrier transition
overall end height1'-9½"barrier transition
slope diagram vertical1barrier transition
slope diagram horizontal18barrier transition
scale1/4" = 1'-0"Barrier Transition Detail

Labels

BARRIER TRANSITION DETAILSCALE: 1/4" = 1'-0"BARRIER TRANSITION

openai/gpt-5.6-terra-pro · 12071 tokens · 23.2s

crop · 1196 × 481

p04_r04 barrier transition end post detail

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r04_barrier_transition_end_post_detail
Original
p04_r04 barrier transition end post detail
{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier transition",
      "tag": "",
      "shape": "tapered wedge with sloping top",
      "material": "",
      "count": 1,
      "note": "Shown with a 12'-0\" transition length and a 1'-9½\" end height."
    },
    {
      "name": "end post",
      "tag": "",
      "shape": "rectangular base with inclined members",
      "material": "",
      "count": 1,
      "note": "Located at the left end of the barrier transition."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "inclined",
      "material": "",
      "count": 1,
      "note": "Callout points to the inclined element at the end post."
    }
  ],
  "measurements": [
    {
      "label": "PAVING REST",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "transition length",
      "value": "12'-0\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "vertical dimension at end post",
      "value": "2\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "end height",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "slope",
      "value": "18",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "slope",
      "value": "1",
      "unit": "",
      "appliesTo": "barrier transition"
    }
  ],
  "notes": [],
  "labels": [],
  "description": "This crop is a side-detail of a barrier transition from an end post. It shows an inclined paving rest at the left and a tapered barrier top over the transition length, with a slope diagram indicating 1 vertical to 18 horizontal."
}

p04_r04 barrier transition end post detail

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r04_barrier_transition_end_post_detail

Detail3 objects · 6 measurements

This crop is a side-detail of a barrier transition from an end post. It shows an inclined paving rest at the left and a tapered barrier top over the transition length, with a slope diagram indicating 1 vertical to 18 horizontal.

Objects · 3

ObjectNo.ShapeNote
barrier transition1tapered wedge with sloping topShown with a 12'-0" transition length and a 1'-9½" end height.
end post1rectangular base with inclined membersLocated at the left end of the barrier transition.
paving rest1inclinedCallout points to the inclined element at the end post.

Measurements · 6

MeasurementValueApplies to
PAVING REST12"paving rest
transition length12'-0"barrier transition
vertical dimension at end post2"end post
end height1'-9½"barrier transition
slope18barrier transition
slope1barrier transition

openai/gpt-5.6-terra-pro · 11972 tokens · 17.1s

crop · 1015 × 946

p04_r05 expansion joint details

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r05_expansion_joint_details
Original
p04_r05 expansion joint details
{
  "view": "Detail",
  "objects": [
    {
      "name": "preformed silicone joint seal",
      "tag": "*",
      "shape": "profiled compression seal",
      "material": "silicone",
      "count": 1,
      "note": "Installed in expansion joint."
    },
    {
      "name": "silicone adhesive",
      "tag": "",
      "shape": "applied at joint side faces",
      "material": "silicone",
      "count": null,
      "note": ""
    },
    {
      "name": "filler material",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Held in place with 10d galvanized nails."
    },
    {
      "name": "concrete end bent/joint faces",
      "tag": "",
      "shape": "rectangular vertical faces with rounded top corners",
      "material": "",
      "count": 2,
      "note": "Detail applies to end bents 1 and 4."
    }
  ],
  "measurements": [
    {
      "label": "joint opening width",
      "value": "1 3/8″",
      "unit": "",
      "appliesTo": "preformed silicone joint seal"
    },
    {
      "label": "vertical dimension",
      "value": "1/2″",
      "unit": "",
      "appliesTo": "concrete end bent/joint faces"
    },
    {
      "label": "radius",
      "value": "1/4″ R",
      "unit": "",
      "appliesTo": "concrete end bent/joint face corner"
    },
    {
      "label": "nail size",
      "value": "10d",
      "unit": "",
      "appliesTo": "filler material"
    }
  ],
  "notes": [
    "* PREFORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449",
    "SILICONE ADHESIVE",
    "FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS"
  ],
  "labels": [
    "EXPANSION JOINT DETAILS",
    "END BENTS 1 AND 4",
    "NO SCALE"
  ],
  "description": "This crop shows a cross-sectional expansion-joint detail for end bents 1 and 4. It depicts a preformed silicone joint seal installed between opposing end-bent faces with silicone adhesive and filler material below the seal."
}

p04_r05 expansion joint details

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r05_expansion_joint_details

Detail4 objects · 4 measurements · 3 notes · 3 labels

This crop shows a cross-sectional expansion-joint detail for end bents 1 and 4. It depicts a preformed silicone joint seal installed between opposing end-bent faces with silicone adhesive and filler material below the seal.

Objects · 4

MarkObjectNo.ShapeMaterialNote
*preformed silicone joint seal1profiled compression sealsiliconeInstalled in expansion joint.
silicone adhesiveapplied at joint side facessilicone
filler material1rectangularHeld in place with 10d galvanized nails.
concrete end bent/joint faces2rectangular vertical faces with rounded top cornersDetail applies to end bents 1 and 4.

Measurements · 4

MeasurementValueApplies to
joint opening width1 3/8″preformed silicone joint seal
vertical dimension1/2″concrete end bent/joint faces
radius1/4″ Rconcrete end bent/joint face corner
nail size10dfiller material

Labels

EXPANSION JOINT DETAILSEND BENTS 1 AND 4NO SCALE

Notes

  • * PREFORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449
  • SILICONE ADHESIVE
  • FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS

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crop · 1144 × 558

p04_r06 notes of general notes

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r06_notes_of_general_notes
Original
p04_r06 notes of general notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location referenced to beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Barrier and fence post dimensions are measured along inside face of barrier; expansion joints noted in barrier."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions measured along inside face of barrier."
    },
    {
      "name": "expansion joint",
      "tag": "*",
      "shape": "",
      "material": "",
      "count": null,
      "note": "1” expansion joint in barrier."
    },
    {
      "name": "expansion joint",
      "tag": "**",
      "shape": "",
      "material": "",
      "count": null,
      "note": "1” expansion joint in barrier and required construction joint in deck."
    },
    {
      "name": "construction joint",
      "tag": "**",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required in deck."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab over intermediate bents 2 and 3."
    },
    {
      "name": "reinforcement bar",
      "tag": "600",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Between each pair of 400 bars in top of slab over intermediate bents 2 and 3."
    },
    {
      "name": "reinforcement bar",
      "tag": "400",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as pairs in top of slab."
    },
    {
      "name": "intermediate bent",
      "tag": "2 and 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint width",
      "value": "1”",
      "unit": "",
      "appliesTo": "*"
    },
    {
      "label": "Expansion joint width",
      "value": "1”",
      "unit": "",
      "appliesTo": "**"
    },
    {
      "label": "Reinforcement bar quantity",
      "value": "2-600",
      "unit": "",
      "appliesTo": "600"
    },
    {
      "label": "Reinforcement bar length",
      "value": "10’-0” LONG",
      "unit": "",
      "appliesTo": "600"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. [symbol] 1” EXPANSION JOINT IN BARRIER.",
    "** 4. [symbol] 1” EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.",
    "ⓘ 5. 2-600 (10’-0” LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a notes block for bridge work. It provides diaphragm-location reference, barrier and fence-post dimensioning guidance, expansion/construction-joint requirements, and top-slab reinforcing information at intermediate bents 2 and 3."
}

p04_r06 notes of general notes

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r06_notes_of_general_notes

Notes10 objects · 4 measurements · 5 notes · 1 label

This crop is a notes block for bridge work. It provides diaphragm-location reference, barrier and fence-post dimensioning guidance, expansion/construction-joint requirements, and top-slab reinforcing information at intermediate bents 2 and 3.

Objects · 10

MarkObjectNo.Note
diaphragmLocation referenced to beam sheets.
barrierBarrier and fence post dimensions are measured along inside face of barrier; expansion joints noted in barrier.
fence postDimensions measured along inside face of barrier.
*expansion joint1” expansion joint in barrier.
**expansion joint1” expansion joint in barrier and required construction joint in deck.
**construction jointRequired in deck.
deck slabTop of slab over intermediate bents 2 and 3.
600reinforcement bar2Between each pair of 400 bars in top of slab over intermediate bents 2 and 3.
400reinforcement barReferenced as pairs in top of slab.
2 and 3intermediate bent2

Measurements · 4

MeasurementValueApplies to
Expansion joint width1”*
Expansion joint width1”**
Reinforcement bar quantity2-600600
Reinforcement bar length10’-0” LONG600

Labels

NOTES:

Notes

  • 1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.
  • 2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.
  • * 3. [symbol] 1” EXPANSION JOINT IN BARRIER.
  • ** 4. [symbol] 1” EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.
  • ⓘ 5. 2-600 (10’-0” LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.

openai/gpt-5.6-terra-pro · 13036 tokens · 24.4s

crop · 1842 × 442

p04_r07 superstructure quantities

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r07_superstructure_quantities
Original
p04_r07 superstructure quantities
{
  "view": "Table",
  "objects": [],
  "measurements": [
    {
      "label": "Unlabeled quantity (row 1)",
      "value": "75.0",
      "unit": "",
      "appliesTo": "LEFT BRIDGE SPAN 1"
    },
    {
      "label": "Unlabeled quantity (row 1)",
      "value": "99.0",
      "unit": "",
      "appliesTo": "LEFT BRIDGE SPAN 2"
    },
    {
      "label": "Unlabeled quantity (row 1)",
      "value": "75.0",
      "unit": "",
      "appliesTo": "LEFT BRIDGE SPAN 3"
    },
    {
      "label": "Unlabeled quantity (row 1)",
      "value": "249.0",
      "unit": "",
      "appliesTo": "LEFT BRIDGE TOTAL"
    },
    {
      "label": "Unlabeled quantity (row 1)",
      "value": "75.0",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE SPAN 1"
    },
    {
      "label": "Unlabeled quantity (row 1)",
      "value": "99.0",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE SPAN 2"
    },
    {
      "label": "Unlabeled quantity (row 1)",
      "value": "75.0",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE SPAN 3"
    },
    {
      "label": "Unlabeled quantity (row 1)",
      "value": "249.0",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE TOTAL"
    },
    {
      "label": "Unlabeled quantity (row 2)",
      "value": "20639",
      "unit": "",
      "appliesTo": "LEFT BRIDGE SPAN 1"
    },
    {
      "label": "Unlabeled quantity (row 2)",
      "value": "28494",
      "unit": "",
      "appliesTo": "LEFT BRIDGE SPAN 2"
    },
    {
      "label": "Unlabeled quantity (row 2)",
      "value": "20629",
      "unit": "",
      "appliesTo": "LEFT BRIDGE SPAN 3"
    },
    {
      "label": "Unlabeled quantity (row 2)",
      "value": "69762",
      "unit": "",
      "appliesTo": "LEFT BRIDGE TOTAL"
    },
    {
      "label": "Unlabeled quantity (row 2)",
      "value": "20629",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE SPAN 1"
    },
    {
      "label": "Unlabeled quantity (row 2)",
      "value": "28494",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE SPAN 2"
    },
    {
      "label": "Unlabeled quantity (row 2)",
      "value": "20639",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE SPAN 3"
    },
    {
      "label": "Unlabeled quantity (row 2)",
      "value": "69762",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE TOTAL"
    }
  ],
  "notes": [],
  "labels": [
    "SUPERSTRUCTURE QUANTITIES",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "SPAN 1",
    "SPAN 2",
    "SPAN 3",
    "TOTAL"
  ],
  "description": "This crop shows a superstructure quantities table for left and right bridges, broken down by Spans 1 through 3 and totals. The row labels and units at the left side of the table are cropped off, so the two quantity rows cannot be identified from this crop."
}

p04_r07 superstructure quantities

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r07_superstructure_quantities

Table16 measurements · 7 labels

This crop shows a superstructure quantities table for left and right bridges, broken down by Spans 1 through 3 and totals. The row labels and units at the left side of the table are cropped off, so the two quantity rows cannot be identified from this crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 16

MeasurementValueApplies to
Unlabeled quantity (row 1)75.0LEFT BRIDGE SPAN 1
Unlabeled quantity (row 1)99.0LEFT BRIDGE SPAN 2
Unlabeled quantity (row 1)75.0LEFT BRIDGE SPAN 3
Unlabeled quantity (row 1)249.0LEFT BRIDGE TOTAL
Unlabeled quantity (row 1)75.0RIGHT BRIDGE SPAN 1
Unlabeled quantity (row 1)99.0RIGHT BRIDGE SPAN 2
Unlabeled quantity (row 1)75.0RIGHT BRIDGE SPAN 3
Unlabeled quantity (row 1)249.0RIGHT BRIDGE TOTAL
Unlabeled quantity (row 2)20639LEFT BRIDGE SPAN 1
Unlabeled quantity (row 2)28494LEFT BRIDGE SPAN 2
Unlabeled quantity (row 2)20629LEFT BRIDGE SPAN 3
Unlabeled quantity (row 2)69762LEFT BRIDGE TOTAL
Unlabeled quantity (row 2)20629RIGHT BRIDGE SPAN 1
Unlabeled quantity (row 2)28494RIGHT BRIDGE SPAN 2
Unlabeled quantity (row 2)20639RIGHT BRIDGE SPAN 3
Unlabeled quantity (row 2)69762RIGHT BRIDGE TOTAL

Labels

SUPERSTRUCTURE QUANTITIESLEFT BRIDGERIGHT BRIDGESPAN 1SPAN 2SPAN 3TOTAL

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crop · 1532 × 507

p04_r08 table of superstructure concrete and steel quantities

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r08_table_of_superstructure_concrete_and_steel_quantities
Original
p04_r08 table of superstructure concrete and steel quantities
{
  "view": "Table",
  "objects": [],
  "measurements": [
    {
      "label": "Unlabeled table row, LEFT BRIDGE SPAN 2",
      "value": "99.0",
      "unit": "",
      "appliesTo": "LEFT BRIDGE SPAN 2"
    },
    {
      "label": "Unlabeled table row, LEFT BRIDGE SPAN 3",
      "value": "75.0",
      "unit": "",
      "appliesTo": "LEFT BRIDGE SPAN 3"
    },
    {
      "label": "Unlabeled table row, LEFT BRIDGE TOTAL",
      "value": "249.0",
      "unit": "",
      "appliesTo": "LEFT BRIDGE TOTAL"
    },
    {
      "label": "Unlabeled table row, RIGHT BRIDGE SPAN 1",
      "value": "75.0",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE SPAN 1"
    },
    {
      "label": "Unlabeled table row, RIGHT BRIDGE SPAN 2",
      "value": "99.0",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE SPAN 2"
    },
    {
      "label": "Unlabeled table row, RIGHT BRIDGE SPAN 3",
      "value": "75.0",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE SPAN 3"
    },
    {
      "label": "Unlabeled table row, RIGHT BRIDGE TOTAL",
      "value": "249.0",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE TOTAL"
    },
    {
      "label": "Unlabeled table row, LEFT BRIDGE SPAN 2",
      "value": "28494",
      "unit": "",
      "appliesTo": "LEFT BRIDGE SPAN 2; value is cropped at left edge"
    },
    {
      "label": "Unlabeled table row, LEFT BRIDGE SPAN 3",
      "value": "20629",
      "unit": "",
      "appliesTo": "LEFT BRIDGE SPAN 3"
    },
    {
      "label": "Unlabeled table row, LEFT BRIDGE TOTAL",
      "value": "69762",
      "unit": "",
      "appliesTo": "LEFT BRIDGE TOTAL"
    },
    {
      "label": "Unlabeled table row, RIGHT BRIDGE SPAN 1",
      "value": "20629",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE SPAN 1"
    },
    {
      "label": "Unlabeled table row, RIGHT BRIDGE SPAN 2",
      "value": "28494",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE SPAN 2"
    },
    {
      "label": "Unlabeled table row, RIGHT BRIDGE SPAN 3",
      "value": "20639",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE SPAN 3"
    },
    {
      "label": "Unlabeled table row, RIGHT BRIDGE TOTAL",
      "value": "69762",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE TOTAL"
    }
  ],
  "notes": [],
  "labels": [
    "TRUCTURE QUANTITIES (partial)",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "PAN 2 (partial)",
    "SPAN 3",
    "TOTAL",
    "SPAN 1",
    "SPAN 2",
    "SPAN 3",
    "TOTAL",
    "ND SPAN QUANTITIES. (partial)"
  ],
  "description": "This crop is a partial structure quantities table divided into LEFT BRIDGE and RIGHT BRIDGE columns by span and total. Row descriptions and units are outside the crop; the visible rows contain numerical quantities only."
}

p04_r08 table of superstructure concrete and steel quantities

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r08_table_of_superstructure_concrete_and_steel_quantities

Table14 measurements · 11 labels

This crop is a partial structure quantities table divided into LEFT BRIDGE and RIGHT BRIDGE columns by span and total. Row descriptions and units are outside the crop; the visible rows contain numerical quantities only.

Objects · 0

No objects read. Edit to add one.

Measurements · 14

MeasurementValueApplies to
Unlabeled table row, LEFT BRIDGE SPAN 299.0LEFT BRIDGE SPAN 2
Unlabeled table row, LEFT BRIDGE SPAN 375.0LEFT BRIDGE SPAN 3
Unlabeled table row, LEFT BRIDGE TOTAL249.0LEFT BRIDGE TOTAL
Unlabeled table row, RIGHT BRIDGE SPAN 175.0RIGHT BRIDGE SPAN 1
Unlabeled table row, RIGHT BRIDGE SPAN 299.0RIGHT BRIDGE SPAN 2
Unlabeled table row, RIGHT BRIDGE SPAN 375.0RIGHT BRIDGE SPAN 3
Unlabeled table row, RIGHT BRIDGE TOTAL249.0RIGHT BRIDGE TOTAL
Unlabeled table row, LEFT BRIDGE SPAN 228494LEFT BRIDGE SPAN 2; value is cropped at left edge
Unlabeled table row, LEFT BRIDGE SPAN 320629LEFT BRIDGE SPAN 3
Unlabeled table row, LEFT BRIDGE TOTAL69762LEFT BRIDGE TOTAL
Unlabeled table row, RIGHT BRIDGE SPAN 120629RIGHT BRIDGE SPAN 1
Unlabeled table row, RIGHT BRIDGE SPAN 228494RIGHT BRIDGE SPAN 2
Unlabeled table row, RIGHT BRIDGE SPAN 320639RIGHT BRIDGE SPAN 3
Unlabeled table row, RIGHT BRIDGE TOTAL69762RIGHT BRIDGE TOTAL

Labels

TRUCTURE QUANTITIES (partial)LEFT BRIDGERIGHT BRIDGEPAN 2 (partial)SPAN 3TOTALSPAN 1SPAN 2SPAN 3TOTALND SPAN QUANTITIES. (partial)

openai/gpt-5.6-terra-pro · 13239 tokens · 19.3s

crop · 1516 × 122

p04_r09 notes of quantity clarification notes

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r09_notes_of_quantity_clarification_notes
Original
p04_r09 notes of quantity clarification notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "end post",
      "tag": "",
      "shape": "",
      "material": "concrete and bar reinforcing steel",
      "count": null,
      "note": "Quantities included in end span quantities."
    }
  ],
  "measurements": [],
  "notes": [
    "END POST CONCRETE AND BAR REINFORCING STEEL INCLUDED IN END SPAN QUANTITIES.",
    "600 BAR QUANTITIES ARE INCLUDED IN SPAN 2."
  ],
  "labels": [],
  "description": "This crop contains quantity inclusion notes. It states that end post concrete and reinforcing steel are included with end span quantities, and that 600 bar quantities are included in Span 2."
}

p04_r09 notes of quantity clarification notes

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r09_notes_of_quantity_clarification_notes

Notes1 object · 2 notes

This crop contains quantity inclusion notes. It states that end post concrete and reinforcing steel are included with end span quantities, and that 600 bar quantities are included in Span 2.

Objects · 1

ObjectMaterialNote
end postconcrete and bar reinforcing steelQuantities included in end span quantities.

Measurements · 0

No measurements read. Edit to add one.

Notes

  • END POST CONCRETE AND BAR REINFORCING STEEL INCLUDED IN END SPAN QUANTITIES.
  • 600 BAR QUANTITIES ARE INCLUDED IN SPAN 2.

openai/gpt-5.6-terra-pro · 7895 tokens · 11.9s

crop · 1943 × 1082

p04_r10 department of transportation

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r10_department_of_transportation
Original
p04_r10 department of transportation
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "DECK PLAN - 1 OF 3"
    },
    {
      "label": "Sheet count",
      "value": "4 OF 21",
      "unit": "",
      "appliesTo": "BRIDGE SHEET"
    },
    {
      "label": "Printed scale check",
      "value": "1 INCH",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "SCALE: 1/8\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK PLAN - 1 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0004",
    "BRIDGE SHEET",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "APRIL 2025",
    "0019181_0004.dgn",
    "REGISTERED",
    "No.19371",
    "PROFESSIONAL",
    "GEORGIA",
    "ENGINEER",
    "ARUNA SASTRY"
  ],
  "description": "This crop shows the bridge drawing title block for Georgia Department of Transportation sheet 4 of 21. The sheet is titled \"DECK PLAN - 1 OF 3\" for SR 21 @ NS #620272Y in Jenkins County, drawing number 35-0004."
}

p04_r10 department of transportation

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r10_department_of_transportation

Title Block3 measurements · 2 notes · 40 labels

This crop shows the bridge drawing title block for Georgia Department of Transportation sheet 4 of 21. The sheet is titled "DECK PLAN - 1 OF 3" for SR 21 @ NS #620272Y in Jenkins County, drawing number 35-0004.

Objects · 0

No objects read. Edit to add one.

Measurements · 3

MeasurementValueApplies to
Scale1/8" = 1'-0"DECK PLAN - 1 OF 3
Sheet count4 OF 21BRIDGE SHEET
Printed scale check1 INCH

Labels

BRIDGE NO. LT. AND RT.S&A AtlantaSASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375FAX: 770-442-0761GEORGIADEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESDECK PLAN - 1 OF 3SR 21 @ NS #620272YJENKINS COUNTY0019181DRAWING NO.35-0004BRIDGE SHEETDATEREVISIONSBYDESIGNEDUPDRAWNEPRCHECKEDASDESIGN GROUPJBKREVIEWEDDLC/SKGAPPROVEDDPDAPRIL 20250019181_0004.dgnREGISTEREDNo.19371PROFESSIONALGEORGIAENGINEERARUNA SASTRY

Notes

  • SCALE: 1/8" = 1'-0" (UNLESS OTHERWISE NOTED)
  • 1 INCH WHEN PRINTED FULL SIZE

openai/gpt-5.6-terra-pro · 15567 tokens · 15.8s

item · 1191 × 588

General Notes

page 4 · general_notes_p04_r06
Original
General Notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location referenced on beam sheets."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Includes noted expansion joints; dimensions measured along inside face."
    },
    {
      "name": "Fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions measured along inside face of barrier."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "1” expansion joint noted in barrier; one note also requires a construction joint in deck."
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab over intermediate bents 2 and 3 is referenced."
    },
    {
      "name": "Intermediate bent",
      "tag": "2 and 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced in slab reinforcement note."
    },
    {
      "name": "400 bars",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Pairs of bars referenced in top-of-slab note."
    },
    {
      "name": "600 bars",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown as 2-600, 10'-0” long, between each pair of 400 bars."
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint width",
      "value": "1”",
      "unit": "",
      "appliesTo": "Barrier"
    },
    {
      "label": "Bar length",
      "value": "10'-0”",
      "unit": "",
      "appliesTo": "600 bars"
    },
    {
      "label": "Bar quantity/designation",
      "value": "2-600",
      "unit": "",
      "appliesTo": "600 bars"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. [symbol] 1” EXPANSION JOINT IN BARRIER.",
    "** 4. [symbol] 1” EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.",
    "ⓧ 5. 2-600 (10'-0” LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a bridge drawing notes block. It gives diaphragm-location, barrier and fence-post dimensioning, barrier expansion-joint, deck construction-joint, and top-of-slab reinforcement notes over intermediate bents 2 and 3."
}

General Notes

done

general_notes_p04_r06Substructure

Notes8 objects · 3 measurements · 5 notes · 1 label

This crop is a bridge drawing notes block. It gives diaphragm-location, barrier and fence-post dimensioning, barrier expansion-joint, deck construction-joint, and top-of-slab reinforcement notes over intermediate bents 2 and 3.

Objects · 8

MarkObjectNo.Note
DiaphragmLocation referenced on beam sheets.
BarrierIncludes noted expansion joints; dimensions measured along inside face.
Fence postDimensions measured along inside face of barrier.
Expansion joint1” expansion joint noted in barrier; one note also requires a construction joint in deck.
Deck slabTop of slab over intermediate bents 2 and 3 is referenced.
2 and 3Intermediate bent2Referenced in slab reinforcement note.
400 barsPairs of bars referenced in top-of-slab note.
600 bars2Shown as 2-600, 10'-0” long, between each pair of 400 bars.

Measurements · 3

MeasurementValueApplies to
Expansion joint width1”Barrier
Bar length10'-0”600 bars
Bar quantity/designation2-600600 bars

Labels

NOTES:

Notes

  • 1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.
  • 2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.
  • * 3. [symbol] 1” EXPANSION JOINT IN BARRIER.
  • ** 4. [symbol] 1” EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.
  • ⓧ 5. 2-600 (10'-0” LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.

openai/gpt-5.6-terra-pro · 14736 tokens · 26.5s

item · 1563 × 154

Quantity Clarification Notes

page 4 · quantity_clarification_notes_p04_r09
Original
Quantity Clarification Notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "END POST CONCRETE AND BAR REINFORCING STEEL INCLUDED IN END SPAN QUANTITIES.",
    "600 BAR QUANTITIES ARE INCLUDED IN SPAN 2."
  ],
  "labels": [],
  "description": "This crop contains quantity clarification notes for bridge work. It states that end post concrete and reinforcing steel are included with end-span quantities, and that 600 bar quantities are included in Span 2."
}

Quantity Clarification Notes

done

quantity_clarification_notes_p04_r09Substructure

Notes2 notes

This crop contains quantity clarification notes for bridge work. It states that end post concrete and reinforcing steel are included with end-span quantities, and that 600 bar quantities are included in Span 2.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Notes

  • END POST CONCRETE AND BAR REINFORCING STEEL INCLUDED IN END SPAN QUANTITIES.
  • 600 BAR QUANTITIES ARE INCLUDED IN SPAN 2.

openai/gpt-5.6-terra-pro · 7095 tokens · 6.4s

item · 3195 × 3840

span 1

page 4 · span_1
Original
span 1
{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "trapezoidal in plan",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan footprints are shown."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1–℄ BEAM 12",
      "shape": "rectangular in plan",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are shown in the upper deck footprint and Beams 7 through 12 in the lower footprint."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 3'-0\" endwall outside exterior beam, typical."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-6\" endwall."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "tapered in plan",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "400A is called out once in each deck footprint."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular symbol in plan",
      "material": "",
      "count": null,
      "note": "Posts are shown along the deck edges with fence post spacing dimensions."
    },
    {
      "name": "end post",
      "tag": "END POST",
      "shape": "circular symbol in plan",
      "material": "",
      "count": 2,
      "note": "One end post is called out at each left-side end."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck edge dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bearing angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at marked locations",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "end post offset",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8 13/16\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "deck dimension",
      "value": "17'-4 5/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-5 1/4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "52'-2 13/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "span length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "51'-8 3/8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-2 13/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-2 3/4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end post offset",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2 3/8\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "FENCE POST SPACING"
  ],
  "labels": [
    "I2-502A",
    "I2-502B",
    "I2-502C",
    "B.F.P.R. BENT 1",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "SPAN I",
    "DECK PLAN"
  ],
  "description": "This crop is the SPAN I DECK PLAN. It shows two adjacent trapezoidal deck footprints crossing CONSTRUCTION ℄ SR 21, with twelve numbered beams, endwalls, edgebeams, paving rests, concrete diaphragms, reinforcement callout 400A, and fence-post layout dimensions. PGL WESTBOUND and PGL EASTBOUND are identified within the respective deck-plan areas."
}

span 1

done

span_1Substructure

Plan10 objects · 30 measurements · 7 notes · 9 labels

This crop is the SPAN I DECK PLAN. It shows two adjacent trapezoidal deck footprints crossing CONSTRUCTION ℄ SR 21, with twelve numbered beams, endwalls, edgebeams, paving rests, concrete diaphragms, reinforcement callout 400A, and fence-post layout dimensions. PGL WESTBOUND and PGL EASTBOUND are identified within the respective deck-plan areas.

Objects · 10

MarkObjectNo.ShapeMaterialNote
deck slab2trapezoidal in planTwo adjacent deck-plan footprints are shown.
℄ BEAM 1–℄ BEAM 12beam12rectangular in planBeams 1 through 6 are shown in the upper deck footprint and Beams 7 through 12 in the lower footprint.
endwall2rectangular in planCalled out as 3'-0" endwall outside exterior beam, typical.
endwall2rectangular in planCalled out as 1'-6" endwall.
edgebeam4tapered in planCalled out as 1'-0" EDGEBEAM, TYP.
concrete diaphragmrectangular in planconcreteCalled out as 10" CONCRETE DIAPHRAGM, TYP.
paving rest2rectangular in planCalled out as 12" PAVING REST.
400Areinforcement bar2linear400A is called out once in each deck footprint.
fence postcircular symbol in planPosts are shown along the deck edges with fence post spacing dimensions.
END POSTend post2circular symbol in planOne end post is called out at each left-side end.

Measurements · 30

MeasurementValueApplies to
overall deck width55'-0"deck slab
deck width division18'-4"deck slab
fence post spacing9'-6"fence post
fence post spacing6'-6"fence post
offset1'-0"
deck edge dimension1'-9½"deck slab
endwall outside exterior beam3'-0"endwall
fillet8"
bearing angle81°-20'-05.0"
concrete diaphragm thickness10"concrete diaphragm
paving rest12"paving rest
endwall1'-6"endwall
edgebeam1'-0"edgebeam
gutter to gutter40'-0"deck slab
out to out43'-7"deck slab
dimension at marked locations5'-0"
end post offset4'-3"END POST
fence post spacing8'-9"fence post
fence post spacing8'-0"fence post
fence post spacing6'-8 13/16"fence post
deck dimension17'-4 5/16"deck slab
deck dimension17'-5 1/4"deck slab
deck dimension52'-2 13/16"deck slab
span length22'-0"deck slab
deck dimension51'-8 3/8"deck slab
deck dimension17'-2 13/16"deck slab
deck dimension17'-2 3/4"deck slab
end post offset4'-6"END POST
fence post spacing6'-2 3/8"fence post
bearingN 83°-43'-21.7" ECONSTRUCTION ℄ SR 21

Labels

I2-502AI2-502BI2-502CB.F.P.R. BENT 1PGL WESTBOUNDPGL EASTBOUNDCONSTRUCTION ℄ SR 21SPAN IDECK PLAN

Notes

  • 3'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
  • 8" FILLET, TYP.
  • 12" PAVING REST
  • 1'-6" ENDWALL
  • 1'-0" EDGEBEAM, TYP.
  • 10" CONCRETE DIAPHRAGM, TYP.
  • FENCE POST SPACING

openai/gpt-5.6-terra-pro · 39109 tokens · 57.4s

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

marksSPAN ISPAN 2

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

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

marksBENT 1 RIGHTBENT 1BENT 2 RIGHT℄ BENTBENT 4 LEFTCAP

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

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

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

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

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

marks500-2100

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

also calledSmooth dowel barssmooth dowel barssmooth dowelSmooth dowelDowelSmooth dowelssmooth dowelsdowel bar

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

also calledpile-supported footingfootingsPedestal footingFootings

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

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

also calledbearingsbearing centerlinebearing centerlinesbearing locationsbearing locationBearing/support locations

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

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

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

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

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

also calledConcrete diaphragmsconcrete diaphragmsdiaphragmDiaphragmdiaphragms between beams

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

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

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

also calledJoint fillersFiller materialfiller materialpreformed foam joint fillerPreformed foam joint filler

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

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

marks643-1152

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

also callededgebeamEdgebeamedge beam forms

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

also calledfixed-end holeholesdrilled holes

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

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

marks* / *** and **

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

marksB.F.P.P.R.

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

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

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

also calledsuperstructure joint

marks***

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

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

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

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

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

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

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

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

marks500-3002

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

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

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

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

also calledPSC beamsPSC beam spanPSC beamprestressed concrete member end section

marksAASHTO TYPE IIAASHTO TYPE III

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

also calledWallwall

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

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

also callednutsNuthex nuts

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

marksPAVING REST

Washerancillary×7 · circularp2, p10, p1110 crops
Washer

also calledwashers

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

also calledleft bridgeright bridgeSubstructureSuperstructure

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

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

marks*TYPE A

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

also calleddrip bead

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

also calledbearing padsBearing padsHoles in bearing pads

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

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

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

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

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

marks4-351

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

marksEND POST

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

also calleddiaphragm bar recessDiaphragm bar recess

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

also calledfuture trackFuture trackfuture track centerlinefuture track alignment

marks℄ FUTURE TRACK

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

also calledEndfill control pointendfill control pointfill at end of bridge

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

also calledfuture access road centerlinefuture access road alignment

marks℄ FUTURE ACCESS ROAD

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

also calledapproximate existing groundlineexisting ground/profile line

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

also calledlow friction type hold down

marks℄ LOW FRICTION TYPE HOLD DOWN

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

also calledBeveled shim platesbeveled shim platesshim plate

marksBENT 1BENT 4

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

also callednon-shrink cement groutgalvanized sleeve

marks*

Foundation Backfill MaterialearthworkType II foundation backfill materialp26 crops
Foundation Backfill Material

also calledFoundation backfill material, Type II

marks207-0203BENTS 2TYPE II

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

also calledInternal platesinternal plate(s)internal plates

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

also calledLoad platesload plates

Soil Reinforcing Device Insertsubstructurep26 crops
Soil Reinforcing Device Insert

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

Steel Diaphragmsuperstructuresteelp26 crops
Steel Diaphragm

also calledSteel diaphragmssteel diaphragms

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

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

marks507-9002

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

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

marks507-9003

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

also calledMSE wall abutmentmechanically stabilized earth walls

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

also calledpoint of vertical intersectionProposed vertical curve data

marksPVISR 21 PGL - WESTBOUNDSR 21 PGL - EASTBOUND

Approach Slabdeckrectangularp23 crops
Approach Slab

also calledApproach slab pavement

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

marksBARRIER TRANSITION

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

also calledend post and guardrail attachment detail

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

also calledrailshorizontal railrail

Grooved Concrete Deckdeckrectangular · concretep24 crops
Grooved Concrete Deck

also calledGrooved concreteGrooved concrete bridge deck

marks500-0100

Protective Platformancillaryp24 crops
Protective Platform

also calledprotective platformsProtective platforms

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

also calledSwaybracing

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

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

marks500-1011

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

marks℄ ACCESS RD.

Bridge Excavationearthworkp22 crops
Bridge Excavation

also calledBridge excavation, grade separation

marks211-0200

Bridge Limitancillary×2 · dashed rectangular outlinep31 crop
Bridge Limit

also calledleft bridge limitsright bridge limits

Connection Boltancillaryp22 crops
Connection Bolt

also calledconnection bolts

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

also calledCross frame configuration

Dynamic Pile Testfoundationp22 crops
Dynamic Pile Test

marks523-1100

Exposed Concrete Edgedeckconcretep22 crops
Exposed Concrete Edge

also calledexposed concrete edges

Fence Tension Bandrailing×5 · bandsp82 crops
Fence Tension Band

also calledtension bar bandstension bands

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

also calledtension bar

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

also calledtruss bracing

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

also calledMetal deck forms

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

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

Railroad Side Ditchdrainagep22 crops
Railroad Side Ditch

also calledrailroad side ditches

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

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

marks520-1125

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

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

marks520-4125

Unidentified Tapered Elementothertaperedp72 crops
Unidentified Tapered Element

also calledunidentified partial outlined elementoutlined tapered element

Vertical Support Membersubstructure×4 · rectangularp172 crops
Vertical Support Member

also calledvertical end member

Wall Leveling Padsubstructurep22 crops
Wall Leveling Pad

also calledwall leveling pads

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

marksNO. 2P

Superstructure reinforcement steelmatched by namebar · steelp21 crop
Superstructure reinforcement steel

marks511-3000

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

marks511-3000

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

marks511-3000

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

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

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

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

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

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

superstructure17

ancillary system9

alignment system7

substructure6

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

approach earthwork system5

foundation system4

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

construction system1

ground system1

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

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

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

8331 points ready to index.

0points stored8,331points ready408crops107items662,298tokens embedded

Collection mindmap_vectors, filtered on projectId = gdot_plan-ab5a9057847f41e3bb9d0ead3c6f2c22.