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GDOT17

gdot_drawing-0a6d24ffdd874879a37c7122f1fd8bef · Bridge

Models

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

1Read the crops304 crops · 303 read · 1386 objects · 1833 measurementsconfigured openai/gpt-5.6-terra-pro · under a cent for 1 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.

303 of 304 crops read · 1 failed. Analysing again retries only those.

304crops303read1386objects found1833measurements821,832tokens in1,668,882tokens out
Page 108 crops · 8 read
item · 1750 × 1337

Other P10 R02

page 10 · other_p10_r02
Original
Other P10 R02
{
  "view": "Section",
  "objects": [
    {
      "name": "prestressed strands",
      "tag": "",
      "shape": "circular",
      "material": "steel",
      "count": null,
      "note": "pattern of dots indicates 1/2 inch diameter prestressed strands per notes."
    }
  ],
  "measurements": [
    {
      "label": "top horizontal dimension",
      "value": "1' - 0\"",
      "unit": "ft",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "horizontal extension",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "left vertical dimension",
      "value": "2 1/2\"",
      "unit": "in",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "left vertical dimension (lower)",
      "value": "6\"",
      "unit": "in",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "bottom overall width",
      "value": "1'-6\"",
      "unit": "ft",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "spacing (2 inch increments)",
      "value": "7 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "spacing at left (2 inch increments)",
      "value": "2 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "centerline",
      "value": "1 1/8\" CL.",
      "unit": "in",
      "appliesTo": "Section at end"
    },
    {
      "label": "height/overall dimension",
      "value": "1'-3\"",
      "unit": "ft",
      "appliesTo": "Section at end"
    },
    {
      "label": "width near bottom (section end)",
      "value": "350",
      "unit": "mm",
      "appliesTo": "Section at end"
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "INDICATES '1/2' DIAMETER PRESTRESSED STRANDS."
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "SECTION AT END"
  ],
  "description": "Two sectional views (midpoint and end) of a prestressed concrete member with a flared base and a dotted pattern indicating prestressed strands. The crop includes dimensional callouts for strand spacing, overall dimensions, and centerline references."
}

Other P10 R02

done

other_p10_r02

Section1 object · 10 measurements · 2 notes · 2 labels

Two sectional views (midpoint and end) of a prestressed concrete member with a flared base and a dotted pattern indicating prestressed strands. The crop includes dimensional callouts for strand spacing, overall dimensions, and centerline references.

Objects · 1

ObjectShapeMaterialNote
prestressed strandscircularsteelpattern of dots indicates 1/2 inch diameter prestressed strands per notes.

Measurements · 10

MeasurementValueUnitApplies to
top horizontal dimension1' - 0"ftSection at midpoint
horizontal extension5"inSection at midpoint
left vertical dimension2 1/2"inSection at midpoint
left vertical dimension (lower)6"inSection at midpoint
bottom overall width1'-6"ftSection at midpoint
spacing (2 inch increments)7 SPACES AT 2"Section at midpoint
spacing at left (2 inch increments)2 SPACES AT 2"Section at midpoint
centerline1 1/8" CL.inSection at end
height/overall dimension1'-3"ftSection at end
width near bottom (section end)350mmSection at end

Labels

SECTION AT MIDPOINTSECTION AT END

Notes

  • MAINTAIN 1" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.
  • INDICATES '1/2' DIAMETER PRESTRESSED STRANDS.

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item · 1142 × 518

Other P10 R04

page 10 · other_p10_r04
Original
Other P10 R04
{
  "view": "Detail",
  "objects": [
    {
      "name": "diaphragm bar",
      "tag": "",
      "shape": "rectangular",
      "material": "likely steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "2\" diameter hole",
      "tag": "",
      "shape": "circular",
      "material": "hole through plate",
      "count": 1,
      "note": ""
    },
    {
      "name": "bolted connection hardware",
      "tag": "",
      "shape": "cylindrical",
      "material": "steel",
      "count": 1,
      "note": "bolt/nut/washer assembly visible"
    }
  ],
  "measurements": [
    {
      "label": "1\" CL.",
      "value": "1",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "3\"",
      "value": "3",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "5\" DIA.",
      "value": "5",
      "unit": "in",
      "appliesTo": ""
    }
  ],
  "notes": [
    "CUT OFF EXCESS DIAPHRAGM BAR 1\" FROM BEAM FACE."
  ],
  "labels": [
    "2\" DIAMETER HOLE"
  ],
  "description": "Detail of a diaphragm-bar assembly showing a 2-inch diameter hole, a diaphragm bar with a 1-inch clearance from the beam face, and related centerline/diameter dimensions."
}

Other P10 R04

done

other_p10_r04

Detail3 objects · 3 measurements · 1 note · 1 label

Detail of a diaphragm-bar assembly showing a 2-inch diameter hole, a diaphragm bar with a 1-inch clearance from the beam face, and related centerline/diameter dimensions.

Objects · 3

ObjectNo.ShapeMaterialNote
diaphragm bar1rectangularlikely steel
2" diameter hole1circularhole through plate
bolted connection hardware1cylindricalsteelbolt/nut/washer assembly visible

Measurements · 3

MeasurementValueUnit
1" CL.1in
3"3in
5" DIA.5in

Labels

2" DIAMETER HOLE

Notes

  • CUT OFF EXCESS DIAPHRAGM BAR 1" FROM BEAM FACE.

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Other P10 R08

page 10 · other_p10_r08
Original
Other P10 R08
{
  "view": "Notes",
  "objects": [
    {
      "name": "Diaphragm bar",
      "tag": "",
      "shape": "circular",
      "material": "reinforcing steel (plain bar)",
      "count": 1,
      "note": "1\" diameter; threaded 5\" on each end"
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "circular",
      "material": "steel washer",
      "count": null,
      "note": "1/4\" x 3/2\" diameter washers"
    },
    {
      "name": "Hex nut",
      "tag": "",
      "shape": "circular",
      "material": "steel",
      "count": null,
      "note": "hex nuts (ASTM A 709 GRADE 36)"
    },
    {
      "name": "Epoxy grout",
      "tag": "",
      "shape": "bulk",
      "material": "epoxy grout",
      "count": null,
      "note": "exposed in recess after painting"
    },
    {
      "name": "Protective coating No. 2P",
      "tag": "",
      "shape": "layer",
      "material": "protective coating",
      "count": null,
      "note": "special protective coating No. 2 P as per section 535"
    },
    {
      "name": "Galvanizing (not complete)",
      "tag": "",
      "shape": "process",
      "material": "galvanizing",
      "count": null,
      "note": "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.0I.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT"
    }
  ],
  "measurements": [
    {
      "label": "Diaphragm bar diameter",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Thread length",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Washer size",
      "value": "1/4\" x 3/2\"",
      "unit": "in",
      "appliesTo": "Washer"
    }
  ],
  "notes": [
    "DIAPHRAGM BAR SHALL BE A 1\" DIAMETER PLAIN BAR, THREADED 5\" ON EACH END, WITH 1/4\" X 3/2\" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.0I.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT"
  ],
  "labels": [],
  "description": "Crop shows a notes block detailing diaphragm bar fabrication and finishing per Georgia DOT specs: 1 inch diameter plain bar with 5 inch thread ends, washers and nuts, coating No. 2P, epoxy grout fill, and a note on galvanizing."
}

Other P10 R08

done

other_p10_r08

Notes6 objects · 3 measurements · 4 notes

Crop shows a notes block detailing diaphragm bar fabrication and finishing per Georgia DOT specs: 1 inch diameter plain bar with 5 inch thread ends, washers and nuts, coating No. 2P, epoxy grout fill, and a note on galvanizing.

Objects · 6

ObjectNo.ShapeMaterialNote
Diaphragm bar1circularreinforcing steel (plain bar)1" diameter; threaded 5" on each end
Washercircularsteel washer1/4" x 3/2" diameter washers
Hex nutcircularsteelhex nuts (ASTM A 709 GRADE 36)
Epoxy groutbulkepoxy groutexposed in recess after painting
Protective coating No. 2Playerprotective coatingspecial protective coating No. 2 P as per section 535
Galvanizing (not complete)processgalvanizingGALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.0I.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT

Measurements · 3

MeasurementValueUnitApplies to
Diaphragm bar diameter1"inDiaphragm bar
Thread length5"inDiaphragm bar
Washer size1/4" x 3/2"inWasher

Notes

  • DIAPHRAGM BAR SHALL BE A 1" DIAMETER PLAIN BAR, THREADED 5" ON EACH END, WITH 1/4" X 3/2" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).
  • TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.
  • AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.
  • GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.0I.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT

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Other P10 R12

page 10 · other_p10_r12
Original
Other P10 R12
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING."
  ],
  "labels": [],
  "description": "A notes line from sheet page 10, item 7, describing non-composite dead-load deflection at the midpoint caused by the weight of the slab and coping."
}

Other P10 R12

done

other_p10_r12

Notes1 note

A notes line from sheet page 10, item 7, describing non-composite dead-load deflection at the midpoint caused by the weight of the slab and coping.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Notes

  • 7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.

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Other P10 R14

page 10 · other_p10_r14
Original
Other P10 R14
{
  "view": "Detail",
  "objects": [
    {
      "name": "BEVEL",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Bevel (top flange) shown; bevel top flange parallel to B.F.P.R. or"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BEVEL DETAILS"
  ],
  "description": "Detail drawing fragment titled BEVEL DETAILS showing a rectangular element with internal lines and a bevel note indicating the top flange bevel alignment relative to B.F.P.R. or bent."
}

Other P10 R14

done

other_p10_r14

Detail1 object · 1 label

Detail drawing fragment titled BEVEL DETAILS showing a rectangular element with internal lines and a bevel note indicating the top flange bevel alignment relative to B.F.P.R. or bent.

Objects · 1

ObjectNo.ShapeNote
BEVEL1rectangularBevel (top flange) shown; bevel top flange parallel to B.F.P.R. or

Measurements · 0

No measurements read. Edit to add one.

Labels

BEVEL DETAILS

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Other P10 R16

page 10 · other_p10_r16
Original
Other P10 R16
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH ( f'i ) OF 5,200 PSI."
  ],
  "labels": [],
  "description": "Crop shows a construction note in section B specifying the release of pretensioned strands after the concrete reaches a minimum strength of 5,200 psi."
}

Other P10 R16

done

other_p10_r16

Notes1 note

Crop shows a construction note in section B specifying the release of pretensioned strands after the concrete reaches a minimum strength of 5,200 psi.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Notes

  • B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH ( f'i ) OF 5,200 PSI.

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Other P10 R17

page 10 · other_p10_r17
Original
Other P10 R17
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Total jacking force of pretensioning",
      "value": "676,350",
      "unit": "LBS",
      "appliesTo": ""
    }
  ],
  "notes": [
    "C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 676,350 LBS."
  ],
  "labels": [],
  "description": "A notes block showing the total jacking force of pretensioning, including the top strands, specified as 676,350 pounds."
}

Other P10 R17

done

other_p10_r17

Notes1 measurement · 1 note

A notes block showing the total jacking force of pretensioning, including the top strands, specified as 676,350 pounds.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueUnit
Total jacking force of pretensioning676,350LBS

Notes

  • C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 676,350 LBS.

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Other P10 R18

page 10 · other_p10_r18
Original
Other P10 R18
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Net prestressing force after losses",
      "value": "536,584",
      "unit": "LBS",
      "appliesTo": ""
    }
  ],
  "notes": [
    "D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 536,584 LBS."
  ],
  "labels": [
    "D."
  ],
  "description": "A single-note crop containing a sentence about the net prestressing force after losses for the top strands; value 536,584 pounds."
}

Other P10 R18

done

other_p10_r18

Notes1 measurement · 1 note · 1 label

A single-note crop containing a sentence about the net prestressing force after losses for the top strands; value 536,584 pounds.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueUnit
Net prestressing force after losses536,584LBS

Labels

D.

Notes

  • D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 536,584 LBS.

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Page 1116 crops · 16 read
crop · 4474 × 1475

p11_r01 notes

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r01_notes
Original
p11_r01 notes
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "Ø 2\" diameter hole for diaphragm bar",
      "tag": "",
      "shape": "circle",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Draped strands",
      "tag": "",
      "shape": "curved lines",
      "material": "steel",
      "count": 8,
      "note": "8 - draped strands"
    }
  ],
  "measurements": [
    {
      "label": "SPAN LENGTH",
      "value": "82'-0\"",
      "unit": "ft-in",
      "appliesTo": ""
    },
    {
      "label": "BEAM LENGTH",
      "value": "80'-11 5/8\"",
      "unit": "ft-in",
      "appliesTo": ""
    },
    {
      "label": "40'-5 13/16\"",
      "value": "40'-5 13/16\"",
      "unit": "ft-in",
      "appliesTo": ""
    },
    {
      "label": "11 13/16\"",
      "value": "11 13/16\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "2-550 AT EACH LOCATION",
      "value": "2-550",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "2-650 AT EACH LOCATION",
      "value": "2-650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "2-450",
      "value": "2-450",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "13-350 AT 6\"",
      "value": "13-350 AT 6\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "2 1/2\"",
      "value": "2 1/2\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "3 SPACES AT 2\"",
      "value": "3 SPACES AT 2\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "ALL DIMENSIONS ARE ALONG CL BEAM"
  ],
  "labels": [
    "NOTES",
    "ELEVATION",
    "ALL DIMENSIONS ARE ALONG CL BEAM"
  ],
  "description": "Elevation view showing a long beam with Bent 2 and Bent 3 at the ends, two bearings, a 2\" diaphragm hole, and eight draped strands. Includes span and beam lengths and spacing callouts with hole-omission notes."
}

p11_r01 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r01_notes

Elevation5 objects · 10 measurements · 4 notes · 3 labels

Elevation view showing a long beam with Bent 2 and Bent 3 at the ends, two bearings, a 2" diaphragm hole, and eight draped strands. Includes span and beam lengths and spacing callouts with hole-omission notes.

Objects · 5

MarkObjectNo.ShapeMaterialNote
BENT 2Bent1rectangularreinforced concrete
BENT 3Bent1rectangularreinforced concrete
Bearing2rectangular
Ø 2" diameter hole for diaphragm bar1circle
Draped strands8curved linessteel8 - draped strands

Measurements · 10

MeasurementValueUnit
SPAN LENGTH82'-0"ft-in
BEAM LENGTH80'-11 5/8"ft-in
40'-5 13/16"40'-5 13/16"ft-in
11 13/16"11 13/16"in
2-550 AT EACH LOCATION2-550
2-650 AT EACH LOCATION2-650
2-4502-450
13-350 AT 6"13-350 AT 6"
2 1/2"2 1/2"in
3 SPACES AT 2"3 SPACES AT 2"

Labels

NOTESELEVATIONALL DIMENSIONS ARE ALONG CL BEAM

Notes

  • MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED
  • OMIT HOLE AT BEAMS 6 AND 12
  • OMIT HOLE AT BEAMS 1 AND 7
  • ALL DIMENSIONS ARE ALONG CL BEAM

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p11_r02 section at end

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r02_section_at_end
Original
p11_r02 section at end
{
  "view": "Section",
  "objects": [
    {
      "name": "Footing / Pedestal",
      "tag": "",
      "shape": "irregular polygon",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Prestressed strands",
      "tag": "",
      "shape": "circular (dots along line)",
      "material": "steel",
      "count": null,
      "note": "pattern indicates 1/2 inch diameter prestressed strands"
    },
    {
      "name": "Central stem / tendon duct",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Perforated base region",
      "tag": "",
      "shape": "irregular polygon with perforations",
      "material": "reinforced concrete",
      "count": 1,
      "note": "dotted area representing perforations / voids in base"
    }
  ],
  "measurements": [
    {
      "label": "Top left horizontal dimension",
      "value": "1'-4\"",
      "unit": "ft-in",
      "appliesTo": "Section at midpoint (top dimension)"
    },
    {
      "label": "Interior vertical dimension",
      "value": "550",
      "unit": "",
      "appliesTo": "Section at midpoint interior vertical"
    },
    {
      "label": "Interior spacing",
      "value": "7\"",
      "unit": "in",
      "appliesTo": "Section at midpoint interior spacing"
    },
    {
      "label": "Bottom width spacing",
      "value": "9 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Bottom width spacing"
    },
    {
      "label": "Overall bottom width",
      "value": "1'-10\"",
      "unit": "ft-in",
      "appliesTo": "Bottom width overall"
    },
    {
      "label": "Right section height",
      "value": "2'-7\"",
      "unit": "ft-in",
      "appliesTo": "Section at end height"
    }
  ],
  "notes": [
    "DIMENSIONS ALONG BEAM",
    "INDICATES 1/2\" DIAMETER PRESTRESSED STRANDS.",
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN."
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "SECTION AT END"
  ],
  "description": "Cross-section views (Section at midpoint and Section at end) from Sheet page 11 showing a reinforced concrete footing/pedestal with a vertical central tendon duct and prestressed strands, including a perforated base area and surrounding wing-like sections."
}

p11_r02 section at end

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r02_section_at_end

Section4 objects · 6 measurements · 3 notes · 2 labels

Cross-section views (Section at midpoint and Section at end) from Sheet page 11 showing a reinforced concrete footing/pedestal with a vertical central tendon duct and prestressed strands, including a perforated base area and surrounding wing-like sections.

Objects · 4

ObjectNo.ShapeMaterialNote
Footing / Pedestal1irregular polygonreinforced concrete
Prestressed strandscircular (dots along line)steelpattern indicates 1/2 inch diameter prestressed strands
Central stem / tendon duct1rectangularreinforced concrete
Perforated base region1irregular polygon with perforationsreinforced concretedotted area representing perforations / voids in base

Measurements · 6

MeasurementValueUnitApplies to
Top left horizontal dimension1'-4"ft-inSection at midpoint (top dimension)
Interior vertical dimension550Section at midpoint interior vertical
Interior spacing7"inSection at midpoint interior spacing
Bottom width spacing9 SPACES AT 2"Bottom width spacing
Overall bottom width1'-10"ft-inBottom width overall
Right section height2'-7"ft-inSection at end height

Labels

SECTION AT MIDPOINTSECTION AT END

Notes

  • DIMENSIONS ALONG BEAM
  • INDICATES 1/2" DIAMETER PRESTRESSED STRANDS.
  • MAINTAIN 1" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.

openai/gpt-5-nano · 13107 tokens · 69.4s

crop · 1799 × 308

p11_r03 notes

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r03_notes
Original
p11_r03 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Beams: clearance from ends to pickup",
      "value": "5'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAMS"
    },
    {
      "label": "Pick-up embedment depth",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "PICK-UPS"
    }
  ],
  "notes": [
    "I. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS."
  ],
  "labels": [
    "NOTES"
  ],
  "description": "Crop shows a NOTES page fragment with a section I about beam handling: upright position, pickup within 5'-6\" from ends, embedment of pickup within 4\" of the bottom of the beam, and that pickup details are in the shop drawings."
}

p11_r03 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r03_notes

Notes2 measurements · 1 note · 1 label

Crop shows a NOTES page fragment with a section I about beam handling: upright position, pickup within 5'-6" from ends, embedment of pickup within 4" of the bottom of the beam, and that pickup details are in the shop drawings.

Objects · 0

No objects read. Edit to add one.

Measurements · 2

MeasurementValueUnitApplies to
Beams: clearance from ends to pickup5'-6"ft-inBEAMS
Pick-up embedment depth4"inPICK-UPS

Labels

NOTES

Notes

  • I. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5'-6" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.

openai/gpt-5-nano · 4715 tokens · 25.6s

crop · 1442 × 1162

p11_r04 recess detail for diaphragm bar ends

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r04_recess_detail_for_diaphragm_bar_ends
Original
p11_r04 recess detail for diaphragm bar ends
{
  "view": "Detail",
  "objects": [
    {
      "name": "Diaphragm bar",
      "tag": "",
      "shape": "circular",
      "material": "plain steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "circular",
      "material": "metal",
      "count": 1,
      "note": ""
    },
    {
      "name": "Hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "steel (ASTM A 709 Grade 36)",
      "count": 2,
      "note": ""
    },
    {
      "name": "Hole",
      "tag": "",
      "shape": "circular",
      "material": "drilled",
      "count": 1,
      "note": "2\" DIAMETER HOLE"
    }
  ],
  "measurements": [
    {
      "label": "1\" CL.",
      "value": "1",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "3\"",
      "value": "3",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "2\" DIAMETER HOLE",
      "value": "2",
      "unit": "in",
      "appliesTo": "Hole"
    },
    {
      "label": "CUT OFF EXCESS DIAPHRAGM BAR",
      "value": "1",
      "unit": "in",
      "appliesTo": "Beam face"
    },
    {
      "label": "5\" DIA.",
      "value": "5",
      "unit": "in",
      "appliesTo": ""
    }
  ],
  "notes": [
    "DIAPHRAGM BAR SHALL BE A 1\" DIAMETER PLAIN BAR, THREADED 5\" ON EACH END, WITH 1/4\" X 3/2\" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO.2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED.",
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS"
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS"
  ],
  "description": "Detail of the diaphragm bar end recess showing a 2 inch diameter hole, a 1 inch diameter diaphragm bar with threaded ends, a bolt and nut/washer assembly, and a note to cut off excess bar 1 inch from the beam face with specified coating and epoxy fill."
}

p11_r04 recess detail for diaphragm bar ends

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r04_recess_detail_for_diaphragm_bar_ends

Detail4 objects · 5 measurements · 5 notes · 1 label

Detail of the diaphragm bar end recess showing a 2 inch diameter hole, a 1 inch diameter diaphragm bar with threaded ends, a bolt and nut/washer assembly, and a note to cut off excess bar 1 inch from the beam face with specified coating and epoxy fill.

Objects · 4

ObjectNo.ShapeMaterialNote
Diaphragm bar1circularplain steel
Washer1circularmetal
Hex nut2hexagonalsteel (ASTM A 709 Grade 36)
Hole1circulardrilled2" DIAMETER HOLE

Measurements · 5

MeasurementValueUnitApplies to
1" CL.1in
3"3in
2" DIAMETER HOLE2inHole
CUT OFF EXCESS DIAPHRAGM BAR1inBeam face
5" DIA.5in

Labels

RECESS DETAIL FOR DIAPHRAGM BAR ENDS

Notes

  • DIAPHRAGM BAR SHALL BE A 1" DIAMETER PLAIN BAR, THREADED 5" ON EACH END, WITH 1/4" X 3/2" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).
  • TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.
  • AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO.2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.
  • GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED.
  • RECESS DETAIL FOR DIAPHRAGM BAR ENDS

openai/gpt-5-nano · 12940 tokens · 64.4s

crop · 1778 × 1313

p11_r05 title block

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r05_title_block
Original
p11_r05 title block
{
  "view": "Detail",
  "objects": [
    {
      "name": "Reinforcement bent detail",
      "tag": "",
      "shape": "irregular polygon (bent cross-section)",
      "material": "reinforcement bars",
      "count": 1,
      "note": "45°, Typ."
    }
  ],
  "measurements": [
    {
      "label": "1'-3\"",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Bent detail"
    },
    {
      "label": "1'-7\"",
      "value": "1'-7\"",
      "unit": "",
      "appliesTo": "Bottom width of wedge"
    },
    {
      "label": "6'-0\"",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Dimension for sheet 451"
    },
    {
      "label": "5'-8\"",
      "value": "5'-8\"",
      "unit": "",
      "appliesTo": "Vertical dimension for columns"
    },
    {
      "label": "1'-0\"",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Left block width"
    },
    {
      "label": "1'-6\"",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Center block width"
    },
    {
      "label": "11\"",
      "value": "11\"",
      "unit": "",
      "appliesTo": "Bottom left / right block width"
    },
    {
      "label": "8\"",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Rightmost block width"
    },
    {
      "label": "350",
      "value": "350",
      "unit": "",
      "appliesTo": "Left label"
    },
    {
      "label": "450",
      "value": "450",
      "unit": "",
      "appliesTo": "Bottom left width"
    },
    {
      "label": "452",
      "value": "452",
      "unit": "",
      "appliesTo": "Bottom middle width"
    },
    {
      "label": "550",
      "value": "550",
      "unit": "",
      "appliesTo": "Bottom right width"
    },
    {
      "label": "650",
      "value": "650",
      "unit": "",
      "appliesTo": "Far right width"
    }
  ],
  "notes": [
    "ALL BAR DIMENSIONS ARE OUT TO OUT.",
    "AT THE TOP OF THE BEAM, BARS 550 AND 650 SHALL BE FIELD BENT OR SHOP BENT 90°, SUCH THAT THE HORIZONTAL LEG EXTENDS BETWEEN TOP AND BOTTOM MATS OF SLAB REINFORCEMENT.",
    "SLIGHTLY SHIFT OR SLOPE BARS 45 TO AVOID CONFLICT WITH STRANDS.",
    "BARS 350 MAY BE FABRICATED IN TWO PARTS BY LAPPING HORIZONTAL SECTION BY 1'-0\" MINIMUM.",
    "PLACE BARS 452 WITH OPEN ENDS AWAY FROM BEAM ENDS."
  ],
  "labels": [
    "REINFORCEMENT"
  ],
  "description": "Detail showing reinforcement for beam end, including 45° bent typ and full notes on bar bent radii and placement."
}

p11_r05 title block

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r05_title_block

Detail1 object · 13 measurements · 5 notes · 1 label

Detail showing reinforcement for beam end, including 45° bent typ and full notes on bar bent radii and placement.

Objects · 1

ObjectNo.ShapeMaterialNote
Reinforcement bent detail1irregular polygon (bent cross-section)reinforcement bars45°, Typ.

Measurements · 13

MeasurementValueApplies to
1'-3"1'-3"Bent detail
1'-7"1'-7"Bottom width of wedge
6'-0"6'-0"Dimension for sheet 451
5'-8"5'-8"Vertical dimension for columns
1'-0"1'-0"Left block width
1'-6"1'-6"Center block width
11"11"Bottom left / right block width
8"8"Rightmost block width
350350Left label
450450Bottom left width
452452Bottom middle width
550550Bottom right width
650650Far right width

Labels

REINFORCEMENT

Notes

  • ALL BAR DIMENSIONS ARE OUT TO OUT.
  • AT THE TOP OF THE BEAM, BARS 550 AND 650 SHALL BE FIELD BENT OR SHOP BENT 90°, SUCH THAT THE HORIZONTAL LEG EXTENDS BETWEEN TOP AND BOTTOM MATS OF SLAB REINFORCEMENT.
  • SLIGHTLY SHIFT OR SLOPE BARS 45 TO AVOID CONFLICT WITH STRANDS.
  • BARS 350 MAY BE FABRICATED IN TWO PARTS BY LAPPING HORIZONTAL SECTION BY 1'-0" MINIMUM.
  • PLACE BARS 452 WITH OPEN ENDS AWAY FROM BEAM ENDS.

openai/gpt-5-nano · 11496 tokens · 49.7s

crop · 1784 × 152

p11_r06 notes

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r06_notes
Original
p11_r06 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "epoxy mortar thickness",
      "value": "1/8\"",
      "unit": "in",
      "appliesTo": ""
    }
  ],
  "notes": [
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING."
  ],
  "labels": [],
  "description": "Crop shows a Notes page containing a dimensional/fit note related to beam length, epoxy mortar at ends, and fabrication adjustments."
}

p11_r06 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r06_notesNotes

Notes1 measurement · 1 note

Crop shows a Notes page containing a dimensional/fit note related to beam length, epoxy mortar at ends, and fabrication adjustments.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueUnit
epoxy mortar thickness1/8"in

Notes

  • 3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.

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crop · 1785 × 152

p11_r07 notes

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r07_notes
Original
p11_r07 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "1 3/4\" diameter hole at the fixed ends, depth 7\""
    },
    {
      "name": "slot",
      "tag": "",
      "shape": "rectangular slot",
      "material": "",
      "count": 2,
      "note": "4\" x 1 3/4\" x 7\" deep slot at the expansion ends"
    },
    {
      "name": "dowel",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": 1,
      "note": "1 1/2\" diameter smooth dowel"
    }
  ],
  "measurements": [
    {
      "label": "hole diameter (fixed ends)",
      "value": "1 3/4",
      "unit": "in",
      "appliesTo": "hole"
    },
    {
      "label": "hole depth",
      "value": "7",
      "unit": "in",
      "appliesTo": "hole"
    },
    {
      "label": "slot length",
      "value": "4",
      "unit": "in",
      "appliesTo": "slot"
    },
    {
      "label": "slot width",
      "value": "1 3/4",
      "unit": "in",
      "appliesTo": "slot"
    },
    {
      "label": "slot depth",
      "value": "7",
      "unit": "in",
      "appliesTo": "slot"
    },
    {
      "label": "dowel diameter",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "dowel"
    }
  ],
  "notes": [
    "4. AT ⊥ BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS."
  ],
  "labels": [],
  "description": "This crop shows a Notes entry describing holes and slots for a dowel at fixed and expansion ends, including diameters and depths, and directs to plan/elevation for locations."
}

p11_r07 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r07_notesNotes

Notes3 objects · 6 measurements · 1 note

This crop shows a Notes entry describing holes and slots for a dowel at fixed and expansion ends, including diameters and depths, and directs to plan/elevation for locations.

Objects · 3

ObjectNo.ShapeNote
hole2circular1 3/4" diameter hole at the fixed ends, depth 7"
slot2rectangular slot4" x 1 3/4" x 7" deep slot at the expansion ends
dowel1cylindrical1 1/2" diameter smooth dowel

Measurements · 6

MeasurementValueUnitApplies to
hole diameter (fixed ends)1 3/4inhole
hole depth7inhole
slot length4inslot
slot width1 3/4inslot
slot depth7inslot
dowel diameter1 1/2indowel

Notes

  • 4. AT ⊥ BEARING, FORM A 1 3/4" DIAMETER X 7" DEEP HOLE AT THE FIXED ENDS AND A 4" X 1 3/4" X 7" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.

openai/gpt-5-nano · 6857 tokens · 39.5s

crop · 1786 × 233

p11_r08 notes

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r08_notes
Original
p11_r08 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "roughness amplitude",
      "value": "1/4\"",
      "unit": "inch",
      "appliesTo": "tops of beams"
    }
  ],
  "notes": [
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSLY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4\". CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM."
  ],
  "labels": [],
  "description": "Page fragment containing a Notes entry about surface prep of beam tops: rough floating, laitance removal, roughness amplitude, and removal of fins to create a vertical face."
}

p11_r08 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r08_notesNotes

Notes1 measurement · 1 note

Page fragment containing a Notes entry about surface prep of beam tops: rough floating, laitance removal, roughness amplitude, and removal of fins to create a vertical face.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueUnitApplies to
roughness amplitude1/4"inchtops of beams

Notes

  • 5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSLY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4". CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.

openai/gpt-5-nano · 3950 tokens · 23.8s

crop · 1819 × 232

p11_r09 notes

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r09_notes
Original
p11_r09 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "hole",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "formed into beams to facilitate transport"
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "beams referred to in note 6"
    },
    {
      "name": "PVC forming material",
      "tag": "",
      "shape": "",
      "material": "PVC",
      "count": null,
      "note": "PVC or similar forming materials"
    },
    {
      "name": "epoxy resin adhesive",
      "tag": "",
      "shape": "",
      "material": "epoxy resin adhesive",
      "count": null,
      "note": ""
    },
    {
      "name": "rapid setting patching material",
      "tag": "",
      "shape": "",
      "material": "rapid setting patching material",
      "count": null,
      "note": ""
    },
    {
      "name": "Georgia Standard Specification 886",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "Georgia Standard Specification 934",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [],
  "notes": [
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934."
  ],
  "labels": [],
  "description": "Crop shows a Notes page (Note 6) describing the procedure for finishing holes in beams used for transport: fill holes, remove PVC formers, coat with epoxy adhesive, and patch per Georgia specs 886 and 934."
}

p11_r09 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r09_notesNotes

Notes7 objects · 1 note

Crop shows a Notes page (Note 6) describing the procedure for finishing holes in beams used for transport: fill holes, remove PVC formers, coat with epoxy adhesive, and patch per Georgia specs 886 and 934.

Objects · 7

ObjectMaterialNote
holeformed into beams to facilitate transport
beambeams referred to in note 6
PVC forming materialPVCPVC or similar forming materials
epoxy resin adhesiveepoxy resin adhesive
rapid setting patching materialrapid setting patching material
Georgia Standard Specification 886
Georgia Standard Specification 934

Measurements · 0

No measurements read. Edit to add one.

Notes

  • 6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.

openai/gpt-5-nano · 5624 tokens · 36.4s

crop · 1966 × 1541

p11_r10 title block

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r10_title_block
Original
p11_r10 title block
{
  "view": "Title Block",
  "objects": [
    {
      "name": "Title block frame",
      "tag": "",
      "shape": "rectangle",
      "material": "linework",
      "count": 1,
      "note": ""
    },
    {
      "name": "Seal - Georgia Registered Professional Engineer",
      "tag": "",
      "shape": "circle",
      "material": "ink",
      "count": 1,
      "note": "stamp"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "TYPE III PSC BEAM - INTERMEDIATE SPAN",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "NO SCALE",
    "APRIL 2025",
    "DRAWING NO. 35-0011",
    "BRIDGE SHEET II OF 2",
    "SAS T RY & ASSOCIATES, INC."
  ],
  "description": "This crop shows the title block area of a Georgia DOT bridge drawing (Sheet II of 2). It includes the department header, project description TYPE III PSC BEAM - INTERMEDIATE SPAN, location, and metadata such as drawing number and date, along with a circular professional engineer stamp."
}

p11_r10 title block

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r10_title_block

Title Block2 objects · 9 labels

This crop shows the title block area of a Georgia DOT bridge drawing (Sheet II of 2). It includes the department header, project description TYPE III PSC BEAM - INTERMEDIATE SPAN, location, and metadata such as drawing number and date, along with a circular professional engineer stamp.

Objects · 2

ObjectNo.ShapeMaterialNote
Title block frame1rectanglelinework
Seal - Georgia Registered Professional Engineer1circleinkstamp

Measurements · 0

No measurements read. Edit to add one.

Labels

GEORGIA DEPARTMENT OF TRANSPORTATIONTYPE III PSC BEAM - INTERMEDIATE SPANSR 21 @ NS #620272YJENKINS COUNTYNO SCALEAPRIL 2025DRAWING NO. 35-0011BRIDGE SHEET II OF 2SAS T RY & ASSOCIATES, INC.

openai/gpt-5-nano · 7176 tokens · 57.7s

crop · 1762 × 103

p11_r11 slab and coping

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r11_slab_and_coping
Original
p11_r11 slab and coping
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (DNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING."
  ],
  "labels": [],
  "description": "Crop from Sheet page 11 showing a note about non-composite dead load deflection (DNC) at the midpoint due to the weight of the slab and coping."
}

p11_r11 slab and coping

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r11_slab_and_coping

Notes1 note

Crop from Sheet page 11 showing a note about non-composite dead load deflection (DNC) at the midpoint due to the weight of the slab and coping.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Notes

  • 7. NON-COMPOSITE DEAD LOAD DEFLECTION (DNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.

openai/gpt-5-nano · 2236 tokens · 9.5s

crop · 587 × 672

p11_r12 bevel details

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r12_bevel_details
Original
p11_r12 bevel details
{
  "view": "Detail",
  "objects": [
    {
      "name": "Bevel block",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": "leftmost vertical block with internal lines (part of bevel details)"
    },
    {
      "name": "Bent",
      "tag": "",
      "shape": "dashed diagonal line",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "short line with angle symbol",
      "material": "unknown",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [],
  "notes": [
    "TOP PARALLEL TO BENT",
    "TOP FLANGE PARALLEL TO BENT"
  ],
  "labels": [
    "BEVEL DETAILS",
    "BENT",
    "BEAM",
    "FLANGE"
  ],
  "description": "Detail page showing bevel details. It includes a left bevel-block element, a dashed diagonal line representing a bent member, and a short beam element with callouts BENT, BEAM, and FLANGE. Notes indicate the top features are parallel to the bent."
}

p11_r12 bevel details

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r12_bevel_details

Detail3 objects · 2 notes · 4 labels

Detail page showing bevel details. It includes a left bevel-block element, a dashed diagonal line representing a bent member, and a short beam element with callouts BENT, BEAM, and FLANGE. Notes indicate the top features are parallel to the bent.

Objects · 3

ObjectNo.ShapeMaterialNote
Bevel block1rectangularunknownleftmost vertical block with internal lines (part of bevel details)
Bent1dashed diagonal lineunknown
Beam1short line with angle symbolunknown

Measurements · 0

No measurements read. Edit to add one.

Labels

BEVEL DETAILSBENTBEAMFLANGE

Notes

  • TOP PARALLEL TO BENT
  • TOP FLANGE PARALLEL TO BENT

openai/gpt-5-nano · 4950 tokens · 24.6s

crop · 1687 × 111

p11_r13 notes

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r13_notes
Original
p11_r13 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "diameter",
      "value": "36 - 1/2\"",
      "unit": "in",
      "appliesTo": "STRANDS"
    },
    {
      "label": "A",
      "value": "0.167",
      "unit": "SQ IN",
      "appliesTo": "STRANDS"
    },
    {
      "label": "pretension load",
      "value": "33,818",
      "unit": "LBS",
      "appliesTo": "STRANDS"
    }
  ],
  "notes": [
    "A. USE 36 - 1/2\" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH."
  ],
  "labels": [],
  "description": "A notes line specifying the use of special low-relaxation strands with 36-1/2 inch diameter and the pretension load per strand (33,818 LBS)."
}

p11_r13 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r13_notesNotes

Notes3 measurements · 1 note

A notes line specifying the use of special low-relaxation strands with 36-1/2 inch diameter and the pretension load per strand (33,818 LBS).

Objects · 0

No objects read. Edit to add one.

Measurements · 3

MeasurementValueUnitApplies to
diameter36 - 1/2"inSTRANDS
A0.167SQ INSTRANDS
pretension load33,818LBSSTRANDS

Notes

  • A. USE 36 - 1/2" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH.

openai/gpt-5-nano · 4117 tokens · 26.6s

crop · 1675 × 109

p11_r14 strength of 5 200 psi

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r14_strength_of_5_200_psi
Original
p11_r14 strength of 5 200 psi
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "minimum strength (fci)",
      "value": "5,200",
      "unit": "PSI",
      "appliesTo": ""
    }
  ],
  "notes": [
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH ( fci ) OF 5,200 PSI."
  ],
  "labels": [],
  "description": "Single note from Sheet page 11 specifying pretensioned strands release after concrete reaches minimum strength of 5,200 psi (fci)."
}

p11_r14 strength of 5 200 psi

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r14_strength_of_5_200_psi

Notes1 measurement · 1 note

Single note from Sheet page 11 specifying pretensioned strands release after concrete reaches minimum strength of 5,200 psi (fci).

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueUnit
minimum strength (fci)5,200PSI

Notes

  • B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH ( fci ) OF 5,200 PSI.

openai/gpt-5-nano · 3002 tokens · 17.1s

crop · 1701 × 234

p11_r15 1 217 430 lbs

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r15_1_217_430_lbs
Original
p11_r15 1 217 430 lbs
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "C",
      "value": "1,217,430",
      "unit": "LBS",
      "appliesTo": "Total jacking force of pretensioning"
    },
    {
      "label": "D",
      "value": "930,145",
      "unit": "LBS",
      "appliesTo": "Net prestressing force of the strands after all losses"
    }
  ],
  "notes": [
    "C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 1,217,430 LBS.",
    "D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 930,145 LBS."
  ],
  "labels": [
    "C",
    "D"
  ],
  "description": "Crop from Sheet page 11 showing Notes C and D with force values for pretensioning."
}

p11_r15 1 217 430 lbs

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r15_1_217_430_lbs

Notes2 measurements · 2 notes · 2 labels

Crop from Sheet page 11 showing Notes C and D with force values for pretensioning.

Objects · 0

No objects read. Edit to add one.

Measurements · 2

MeasurementValueUnitApplies to
C1,217,430LBSTotal jacking force of pretensioning
D930,145LBSNet prestressing force of the strands after all losses

Labels

CD

Notes

  • C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 1,217,430 LBS.
  • D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 930,145 LBS.

openai/gpt-5-nano · 3842 tokens · 19.4s

item · 4522 × 1506

Other P11 R01

page 11 · other_p11_r01
Original
Other P11 R01
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "Low friction type hold down",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Draped strands",
      "tag": "8 - DRAPED STRANDS",
      "shape": "line",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "Ø 2\" diameter hole for diaphragm bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "SPAN LENGTH",
      "value": "82'-0\"",
      "unit": "ft",
      "appliesTo": "beam"
    },
    {
      "label": "BEAM LENGTH",
      "value": "80'-11 5/8\"",
      "unit": "ft",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "OMIT HOLE AT BEAMS 6 AND 12"
  ],
  "labels": [
    "ELEVATION",
    "NOTES"
  ],
  "description": "Elevation view of a long-beam/bridge section showing two Bents, bearings at ends, a low-friction hold down, holes for diaphragm bars, and eight draped strands. Dimensions include overall span and beam lengths with multiple hole-related notes."
}

Other P11 R01

done

other_p11_r01

Elevation6 objects · 2 measurements · 3 notes · 2 labels

Elevation view of a long-beam/bridge section showing two Bents, bearings at ends, a low-friction hold down, holes for diaphragm bars, and eight draped strands. Dimensions include overall span and beam lengths with multiple hole-related notes.

Objects · 6

MarkObjectNo.Shape
BENT 2Bent1rectangular
BENT 3Bent1rectangular
Bearing2rectangular
Low friction type hold down1rectangular
8 - DRAPED STRANDSDraped strands8line
Ø 2" diameter hole for diaphragm bar1circular

Measurements · 2

MeasurementValueUnitApplies to
SPAN LENGTH82'-0"ftbeam
BEAM LENGTH80'-11 5/8"ftbeam

Labels

ELEVATIONNOTES

Notes

  • MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED
  • OMIT HOLE AT BEAMS 1 AND 7
  • OMIT HOLE AT BEAMS 6 AND 12

openai/gpt-5-nano · 12244 tokens · 67.9s

2Map the items102 items · 1386 readings · 60 on more than one pageconfigured openai/gpt-5.6-terra-pro · about 3¢ 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.

102 items from 1386 readings · 20 the model left out, matched by name · 44 new, 58 updated, 428 removed.

102items1386readings60on 2+ pages13,178tokens in3,365tokens out
Engineer Sealother×21 · circular · seal stampp1, p2, p3, p4, p5, p6, p7, p8, p9, p10, p11, p12, p13, p14, p15, p16, p17, p18, p19, p20, p2121 crops
Engineer Seal

also calledSealGEORGIA SEALGeorgia Registered Professional Engineer SealCircular sealSeal - Georgia Registered Professional EngineerGEORGIA REGISTERED ENGINEER SEALGeorgia Registered Engineer SealSEALseal

Bentsubstructure×171 · rectangular · reinforced concretep1, p2, p3, p4, p6, p7, p8, p9, p11, p12, p13, p14, p15, p16, p17, p18, p19, p20, p2169 crops
Bent

also calledBent 1Bent 2Bent 4Bent 3CONCRETE INTERMEDIATE BENTSSTEEL H PILE END BENTSSTEEL H-PILE END BENTS WITH MSE WALL ABUTMENTSB.F.P.R. BENT 4LB.F.P.R. BENT 4RB.F.P.R. BENT ILB.F.P.R. BENT 1LB.F.P.R. BENT 1RB.F.P.R. BENT 1B.F.P.R. BentPIERCONSTRUCTION JOINTIntermediate BentPier/ColumnpierEnd Bent+22 more

marksBent 1Bent 2Bent 3Bent 4BENT 1 (LEFT)BENT 2 (LEFT)BENT 3 (LEFT)BENT 4 (LEFT)BENT 1 (RIGHT)BENT 2 (RIGHT)BENT 3 (RIGHT)BENT 4 (RIGHT)BENT 1BENT 2BENT 4BENT 34L4RILB.F.P.R. BENT 1+36 more

Title Blockother×45 · rectangular · textp1, p2, p3, p4, p6, p7, p9, p11, p12, p13, p14, p15, p17, p18, p19, p20, p2120 crops
Title Block

also calledAgency headerConsultant logo and firm name blockDate label blockDesign group blockPlan/Elevation title blockDepartment of Transportation blockGeneral Notes blockGeneral Notes ContinuedDEPARTMENT OF TRANSPORTATIONSAS TRY & ASSOCIATES, INC. (header)Drawing FileSASTRY & ASSOCIATES, INC.Department of Transportation Title PanelTitle block frameNO SCALEDate blockGeorgia Department of Transportation Title BlockS&A SASSTRY & ASSOCIATES, INC.Scale blockDEPARTMENT OF TRANSPORTATION TITLE BLOCK+16 more

marksLOGODESIGN GROUPDATENO SCALE

Drawing Numberother×16 · rectangular · textp1, p2, p4, p6, p7, p9, p10, p12, p13, p14, p15, p18, p19, p20, p2115 crops
Drawing Number

also calledDrawing No. blockDrawing No.DRAWING NO.DRAWING NO. BOX

marksDRAWING NO.

Bridge Sheet Annotationother×15 · rectangular · textp1, p2, p4, p6, p7, p9, p10, p12, p13, p14, p15, p18, p19, p20, p2115 crops
Bridge Sheet Annotation

also calledBridge Sheet blockBridge Sheet indicatorBRIDGE SHEETBridge SheetBridge Sheet informationBRIDGE SHEET labelBridge Sheet IndicatorBRIDGE SHEET NUMBERBRIDGE SHEET INDICATORBRIDGE SHEET REFERENCE

marksBRIDGE SHEET

Reinforcement Barmaterial×247 · circular · reinforcing steelp5, p7, p8, p9, p10, p11, p13, p14, p16, p17, p18, p19, p20, p2149 crops
Reinforcement Bar

also calledBAR 500BMAIN SLAB REINF.Bar 500BBar - main slab reinforcementReinforcement bars (top of slab)top reinforcement bars2-507A4-402A403A Plain BarReinforcement cage (in beam)reinforcement barsReinforcement barsReinforcement1" DIA. PLAIN BAR1 DIA. PLAIN BAR2-507B reinforcement bars4-402B reinforcement bars403B reinforcement barDIAPHRAGM BARReinforcement detail+78 more

marks*500B2-507A4-402A1" DIA. PLAIN BAR403A7-403A12-5022-504A8-504B4-900I-801I-8025085092-507B4-402B403B3-443B5-443A540B+47 more

Concrete Beamsuperstructure×216 · rectangular · prestressed concretep2, p4, p5, p6, p7, p9, p10, p11, p12, p13, p14, p15, p17, p1830 crops
Concrete Beam

also calledAASHTO TYPE II PSC BEAM SPANAASHTO TYPE III PSC BEAM SPANC BEAM 1C BEAM 2C BEAM 3C BEAM 4C BEAM 5C BEAM 6C BEAM 10C BEAM 11C BEAM 12C BEAM 7C BEAM 8C BEAM 9G BEAM 1G BEAM 10G BEAM 11G BEAM 12G BEAM 2G BEAM 3+12 more

marksC BEAM 1C BEAM 2C BEAM 3C BEAM 4C BEAM 5C BEAM 6C BEAM 10C BEAM 11C BEAM 12C BEAM 7C BEAM 8C BEAM 9G BEAM 1G BEAM 10G BEAM 11G BEAM 12G BEAM 2G BEAM 3G BEAM 4G BEAM 5+20 more

Holeother×52 · circular · hole in beamp10, p11, p12, p13, p14, p15, p16, p1723 crops
Hole

also calledDiaphragm bar hole2" DIAMETER HOLEØ 2" diameter hole for diaphragm bar2" diameter holeBearing pad holeconduit holesbolt holesbottom holestop bolt holesHOLE FOR DOWELHOLE FOR DOWEL BARboltholes / anchor bolt holesbolts or anchor holesbolt holes (bottom row)bolt holes (top row)bolt/anchor holes

marks4-Ø102-415 SERIESFORM 3 DIA. X 12" DEEP HOLE FOR 1 1/2" DIA. SMOOTH DOWEL BAR, TYP.

Steel H-pilefoundation×176 · H-section · steelp2, p13, p14, p15, p16, p17, p1831 crops
Steel H-pile

also calledSTEEL H-PILESPilePilesPILEH-pileH-Pilepiles / pile elements

marksH-PILE2-445B4-4414-10402-4422-445C2-445A4-440123456789101112

Deck Slabdeck×24 · rectangular slab · reinforced concretep7, p8, p9, p13, p14, p16, p1724 crops
Deck Slab

also calledSLABSlabslabslab boundaryRectangular deck/slab boundaryreinforced concrete slabslab outline

Revision Blockother×7 · rectangular · textp7, p10, p15, p16, p18, p19, p207 crops
Revision Block

also calledRevisions

marksREVISIONS

Bearingsuperstructure×22 · rectangular · bearing padp1, p10, p11, p12, p14, p1512 crops
Bearing

also calledFixed BearingBEARING PADbearing padsBearing Pad

marksFIXGC BEARING

Diaphragmsuperstructure×10 · diaphragm · concretep2, p4, p5, p6, p8, p129 crops
Diaphragm

also calledSTEEL DIAPHRAGMS10" CONCRETE DIAPHRAGM, TYP.ENDWALL10" Concrete DiaphragmEndwall

marks10" CONCRETE DIAPHRAGM, TYP.ENDWALL

Dowel Barsuperstructure×8 · cylindrical · steelp2, p10, p11, p12, p17, p188 crops
Dowel Bar

also calledSMOOTH DOWEL BARSdowel1/2" DIAMETER SMOOTH DOWELdowels1 INCH DIAMETER SMOOTH DOWELdowel barsDowel bars

Columnsubstructure×29 · rectangular · reinforced concretep13, p14, p15, p16, p1719 crops
Column

also calledcentral post / sleevecentral post / columnlower vertical memberColumn locationPost with bolt holesRectangular post / columnPostslender post with bolt holesRectangular hollow post / box sectioncenterline post / shaftcentral post

marksCOLUMN 1COLUMN 2COLUMN 3COLUMN 4G COLUMN 1C COLUMN 2C COLUMN 3C COLUMN 4COLUMN

Alignment Boundaryother×25 · rectangular · unknownp1, p7, p13, p16, p1714 crops
Alignment Boundary

also calledCenterlineCenterline (alignment)outer pocket frameouter boundaryinner boundaryinner boundary / recessouter boundary of enclosureOuter boundaryInner boundaryL-shaped notch/openinggrid interiorouter boundary frameinner opening boundaryinner recess / openingouter frame / boundarycenterlineinner frame openingouter frameinner pocket / recessouter plate / section boundary

Preformed Joint Fillermaterial×15 · strip · preformed joint fillerp4, p5, p8, p9, p1212 crops
Preformed Joint Filler

also calledFiller materialPREFORMED FOAM JOINT FILLER1/2 inch Preformed Joint FillerJoint Filler1/2" Preformed Joint FillerJoint filler

Approval Blockother×12 · rectangular · textp1, p12, p14, p19, p205 crops
Approval Block

also calledApproved by blockChecked by blockDrawn by blockReviewed by blockAPPROVED BLOCKCHECKED BLOCKDESIGNED BLOCKDRAWN BLOCKREVIEWED BLOCKSIGNATURE BLOCKSSignature/approval blockSignature Block (No Scale/Scale Note)

marksAPPROVEDCHECKED BYDRAWN BYREVIEWED BY

Concrete Barrierrailing×11 · rectangular · reinforced concretep4, p5, p7, p8, p178 crops
Concrete Barrier

also calledBarrierBARRIERparapetBarrier segment 503ABarrier segment 503Bparapet / barrier

marks503A503B

Reinforcing Steelmaterial×13 · row (table) · reinforcing steelp4, p13, p14, p15, p1710 crops
Reinforcing Steel

also calledLUMP - LB SUPERSTR REINF STEELLUMP - LB SUPERSTRUCT REINF STEELLB BAR REINF STEEL

Schedule Line Itemother×116 · rectangular · steelp16, p19, p20, p2113 crops
Schedule Line Item

also calledAnchor boltsanchor bolts101011321133440441112211231130A1130B1131A1131B1131C1131D430431530531532+27 more

marks101011321133440441112211231130A1130B1131A1131B1131C1131D430431530531532630631+14 more

Footingfoundation×27 · rectangular · reinforced concretep11, p14, p16, p1817 crops
Footing

also calledFooting / PedestalColumn footingFoundation/base - reinforced concrete padBase footingFooting 1Footing 2

marksFOOTING 1FOOTING 2FOOTING 3FOOTING 4Footing 3Footing 4

Abutmentsubstructure×23 · rectangular · reinforced concretep7, p9, p13, p1714 crops
Abutment

also calledABUTMENT (Left End)End Abutments

Roadway Location Annotationother×13 · text · textp1, p3, p4, p145 crops
Roadway Location Annotation

also calledJurisdiction lineLIMITS OF LEFT BRIDGELIMITS OF RIGHT BRIDGESTA. 18+16.85, SR 2ISTA. 303+80.83, CENTRAL OF GEORGIA RAILROAD COMPANYTO GA HIGHWAY 23TO US 25/SR 2IJENKINS COUNTYSR 21 @ NS #620272YSR 21 @ NS

End Postrailing×13 · rectangular · steelp4, p6, p7, p89 crops
End Post

also calledFence PostsEnd post / barrier elementPOST VERT.PULL POST

marksEND POST

Profile Grade Lineother×9 · textp3, p4, p5, p65 crops
Profile Grade Line

also calledPGL WESTBOUNDPGL EASTBOUNDPGL WestboundPGL Eastbound

marksPGL WESTBOUNDPGL EASTBOUND

Class AA Concretematerial×11 · rectangular · concretep13, p14, p15, p178 crops
Class AA Concrete

also calledCY CLASS AA CONCRETE

Datematched by name×4 · rectangular · textp6, p7, p12, p144 crops
Date
Drawing File Nameother×4 · text · textp4, p12, p20, p214 crops
Drawing File Name

also called0019181_0004.dgnFILE NAMEFile Name

marksFILE NAME

Wall Facesubstructure×14 · rectangular · reinforced concretep1, p13, p1710 crops
Wall Face

also calledFront Face of WallFront Face of Wall No. 1Front Face of Wall No. 2Front Face of Wall 1Front Face of Wall 2Front Face of Wall No.1Front Face of Wall No.2wallfront face of wallWall segmentwing wallFront face of wall

marksFront Face of Wall 1Front Face of Wall 2

Beveled Shim Platesuperstructure×8 · rectangular · galvanized steelp10, p11, p129 crops
Beveled Shim Plate

also calledBEVELBevel blockBeveled shim platesBeveled Shim Plates

marks9

Chain Link Fenceancillary×8 · mesh · galvanized steelp1, p2, p89 crops
Chain Link Fence

also calledChain Link Fence, Typ.CHAIN LINK WIRE FENCEFENCEFence

Expansion Joint Sealdeck×9 · U-shaped profile · silicone sealantp4, p5, p96 crops
Expansion Joint Seal

also calledPreformed silicone joint sealSilicone adhesiveLOW MODULUS SILICONE SEALANT (TYPE A)silicone sealantSilicone sealant joint sealer

Anchor Boltother×21 · circular · steelp10, p13, p166 crops
Anchor Bolt

also called4-35l AT EACH WAYbolted connection hardwareboltscorner boltsperimeter anchor bolts

Edge Beamdeck×7 · edge beam · concretep5, p7, p96 crops
Edge Beam

also calledI'-0" EDGEBEAM, TYP.edge beam form

marks2-800

Internal Platesuperstructure×7 · rectangular · 12 gauge steelp12, p13, p166 crops
Internal Plate

also calledInternal platesinternal platesplate, identifier 4-1010outer plate / base platePlate, vertical with bolt holesplate, bolt-hole pattern

Section Detailother×6 · section · concretep10, p11, p163 crops
Section Detail

also calledSection at endSection at midpointSection marker

marksBC

Drip Beaddeck×7 · triangular drip bead · concretep7, p8, p95 crops
Drip Bead

also calledTRIANGULAR DRIP BEADTriangular drip bead

Slab Filletdeck×4 · fillet · concretep4, p5, p64 crops
Slab Fillet

also called8" FILLET, TYP.8" FILLEt, TYP.8" Fillet

marks8" FILLET, TYP.

Deck Plan Annotationother×3 · text · textp4, p6, p93 crops
Deck Plan Annotation

also calledDECK PLAN - 1 OF 3Deck Plan TitleDECK SECTION - SPAN 2

Scale Annotationother×3 · rectangular · textp1, p6, p143 crops
Scale Annotation

also calledScale noteScaleSCALE

marksSCALE

Steel Girdersuperstructure×18 · I-section · structural steelp7, p94 crops
Steel Girder

also calledI-girderI-beamGirder

marksI-509I-508I-802I-801I BEAM 1-6

Profile Geometry Annotationother×14 · line · n/ap1, p34 crops
Profile Geometry Annotation

also calledElevation at PVILeft tangent grade linePVI (Point of Vertical Intersection)Right tangent grade lineVertical curve length annotationLeft tangentPVI labelRight tangentVertical curvePVIVertical Curve LengthNORTH ARROW

marksPVI

Railroad Trackother×6 · line · unknownp1, p36 crops
Railroad Track

also calledFuture trackTrackEXISTING TRACK ALIGNMENTFUTURE TRACKEXIST. RR ROWEXIST. TRACK

Draped Prestressing Strandsuperstructure×28 · lines · post-tension tendonsp10, p116 crops
Draped Prestressing Strand

also calledDraped strandsprestressed strandsPrestressed strands

marks8 - DRAPED STRANDS

Paving Restpavement×4 · rectangular · pavingp4, p64 crops
Paving Rest

also called12" PAVING REST12" Paving Rest

marks12" PAVING REST

Pier Capsubstructure×4 · rectangular · reinforced concretep13, p174 crops
Pier Cap

also calledconcrete capcapCAP

Construction Jointsuperstructure×1 · joint · concretep5, p82 crops
Construction Joint

also calledConstruction joint lineDiagonal joint detail lineCONSTR. JOINT

Fence Detailancillary×9 · text block · GA. STD. 3054p2, p83 crops
Fence Detail

also calledEND POST AND GUARDRAIL ATTACHMENT DETAILFence post detail (title/text)

Fill Materialearthwork×4 · fill · earthp1, p53 crops
Fill Material

also calledEnd fillEndfill / Embankment8" FILL ET, TYP.

Low Friction Hold-downsuperstructure×3 · block · hold-down devicep10, p113 crops
Low Friction Hold-down

also calledLow friction type hold down

  • p10p10_r01 notesLow friction hold down · ×1p10_r01Low friction hold down · ×1
  • p11p11_r01Low friction type hold down · ×1
Protective Coatingmateriallayer · protective coatingp2, p102 crops
Protective Coating

also calledSPECIAL PROTECTIVE COATINGGalvanizing (not complete)Protective coating No. 2P

Span Annotationother×3 · rectangular · textp20, p212 crops
Span Annotation

also calledSpan 1 RightSpan 2 RightSPAN 3 RIGHT

marksSPAN 1 RIGHTSPAN 2 RIGHT

Washerother×3 · circular · steel washerp10, p113 crops
Washer
Bearing Pedestalsubstructure×6 · trapezoidal · concretep7, p132 crops
Bearing Pedestal

also calledbottom support / pedestal

Bridge Number Labelother×2 · rectangular · textp7, p192 crops
Bridge Number Label

also calledBridge No. LT. and RT.Bridge No. LT. and RT. label

Concrete Wallsubstructure×3 · rectangular · reinforced concretep4, p162 crops
Concrete Wall

also calledouter concrete enclosure

Hex nutmatched by name×2 · circular · steelp10, p112 crops
Hex nut
Pile Capfoundation×1 · rectangular · reinforced concretep13, p142 crops
Pile Cap
Slotother×3 · rectangularp10, p112 crops
Slot
Pile Location Annotationother×12 · textp181 crop
Pile Location Annotation

also calledPILE LOCATION

Panelancillary×9 · rectangular · unknownp168 crops
Panel

also calledPanel with gridpanel framePanel, grid patternPanel/grid panelRectangular wall/panel feature with hole patternrectangular panel with gridreinforced concrete panel with reinforcement grid

marks5-540A4-540B

Certification Documentother×1 · certificate · text/tablep22 crops
Certification Document

also calledCERTIFICATION CARDSHOP DRAWINGSSummary of Quantities

reinforcement gridmatched by name×3 · grid · reinforced concretep163 crops
reinforcement grid
Sealing ribmatched by name×5 · strip around perimeter · concretep123 crops
Sealing rib
Support Bracesuperstructure×5 · diagonal brace · unknownp172 crops
Support Brace

also calledbottom legs (2)top brace / bracketsupport braces

Access Roadpavement×1 · linep32 crops
Access Road

also calledACCESS RD.FUTURE ACCESS ROAD

Anchor Blocksuperstructure×2 · rectangular blockp162 crops
Anchor Block

also calledblock, bottom

marks510A540A

  • p16p16_r05block, bottom · 510A · ×1p16_r11Anchor block · 540A · ×1
Bar Bending Detailother×2 · detail · GA. STD. 3901p22 crops
Bar Bending Detail

also calledBAR BENDING DETAILS

Bridge Limits Annotationother×2 · textp31 crop
Bridge Limits Annotation

also calledBEGIN BRIDGEEND BRIDGE

Class D Superstructure Concretematerial×2 · row (table) · reinforced concretep42 crops
Class D Superstructure Concrete

also calledLUMP - CY SUPERSTR CONCRETE,CLASS "D"LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS "D"

Elevation data tablematched by name×2 · rectangular · printed table with three-column gridp32 crops
Elevation data table
Load Platesuperstructure×4 · rectangular · not statedp122 crops
Load Plate

also calledLoad platesload plates

Notch Recesssubstructure×2 · notch · reinforced concretep162 crops
Notch Recess
Pile Connection Detailother×2 · detail boxp152 crops
Pile Connection Detail

marksPILE CONNECTION DETAIL

Specification Referenceotherp111 crop
Specification Reference

also calledGeorgia Standard Specification 886Georgia Standard Specification 934

TYPICAL FILL DETAIL AT END OF BRIDGEmatched by name×2 · detail · GA. STD. 9037p22 crops
TYPICAL FILL DETAIL AT END OF BRIDGE
Abutment Soil Reinforcing Device Insertsubstructurep21 crop
Abutment Soil Reinforcing Device Insert

also calledABUTMENT SOIL REINFORCING DEVICE INSERTS

Bar Reinforcing Schedulematched by name×1 · rectangular · printedp201 crop
Bar Reinforcing Schedule
Bar Reinforcing Schedule - Imatched by name×1 · rectangle · title blockp191 crop
Bar Reinforcing Schedule - I
Bar Reinforcing Schedule Titlematched by name×1 · rectangular · title blockp211 crop
Bar Reinforcing Schedule Title
Callout tagmatched by nameannotation · textp161 crop
Callout tag

marks510B

Central Tendon Ductsuperstructure×1 · rectangular · reinforced concretep111 crop
Central Tendon Duct

also calledCentral stem / tendon duct

Chamfersuperstructure×1 · edge bevelp51 crop
Chamfer
End fill control pointmatched by name×1 · pointp11 crop
End fill control point
Endfill control pointmatched by name×1 · point · unknownp11 crop
Endfill control point
  • p1p01_r03Endfill control point · ×1
ENDWALL OUTSIDE EXTERIOR BEAM, TYP.matched by name×1 · rectangularp41 crop
ENDWALL OUTSIDE EXTERIOR BEAM, TYP.

marksENDWALL OUTSIDE EXTERIOR BEAM, TYP.

  • p4p04_r01 deck planENDWALL OUTSIDE EXTERIOR BEAM, TYP. · ENDWALL OUTSIDE EXTERIOR BEAM, TYP. · ×1
Epoxy Groutmaterialbulk · epoxy groutp101 crop
Epoxy Grout
Epoxy Resin Adhesivematerialepoxy resin adhesivep111 crop
Epoxy Resin Adhesive
Expansion Jointmatched by name×3 · jointp11 crop
Expansion Joint

marksEXP.

  • p1p01_r07Expansion Joint · EXP. · ×3
Grooved Concretedeckconcretep21 crop
Grooved Concrete
Gutterdrainage×1 · rectangular · concretep11 crop
Gutter

marksGUTTER

IDENTIFIER NUMBERmatched by name×1 · textp141 crop
IDENTIFIER NUMBER
inner concrete pocketmatched by name×1 · rectangular · reinforced concretep161 crop
inner concrete pocket
  • p16p16_r01inner concrete pocket · ×1
nutmatched by name×2 · hexagonal · steelp111 crop
nut
Perforated Basesubstructure×1 · irregular polygon with perforations · reinforced concretep111 crop
Perforated Base

also calledPerforated base region

PVC Forming MaterialmaterialPVCp111 crop
PVC Forming Material
Rapid Setting Patching Materialmaterialrapid setting patching materialp111 crop
Rapid Setting Patching Material
Rebar cagematched by name×1 · rectangular with crisscross diagonals · reinforced steelp71 crop
Rebar cage
TABLE - SURVEYED TOP OF RAIL ELEVATIONSmatched by name×1 · tablep31 crop
TABLE - SURVEYED TOP OF RAIL ELEVATIONS
  • p3p03_r01TABLE - SURVEYED TOP OF RAIL ELEVATIONS · ×1
Top of high railmatched by name×1 · line · rail/top railp11 crop
Top of high rail
Weldingmaterialweldingp21 crop
Welding
3Match the ontology32 of 102 matched · 7 to check · 70 unmatchedconfigured openai/gpt-5.6-terra-pro · about 7¢ 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.

31% of items placed. The 70 below fit no class — add one to the ontology and match again.

25matched7to check70unmatched31% covered4values1gaps29,428tokens in6,447tokens out

70 items the bridge ontology has no class forAdd a class

  • Engineer Sealp1, p2, p3, p4, p5, p6, p7, p8, p9, p10, p11, p12, p13, p14, p15, p16, p17, p18, p19, p20, p21 · 21 crops · ×21The ontology would need an engineer-seal document annotation class.
  • Title Blockp1, p2, p3, p4, p6, p7, p9, p11, p12, p13, p14, p15, p17, p18, p19, p20, p21 · 20 crops · ×45The ontology would need a drawing title-block class.
  • Bridge Sheet Annotationp1, p2, p4, p6, p7, p9, p10, p12, p13, p14, p15, p18, p19, p20, p21 · 15 crops · ×15The ontology would need a bridge-sheet document annotation class.
  • Drawing Numberp1, p2, p4, p6, p7, p9, p10, p12, p13, p14, p15, p18, p19, p20, p21 · 15 crops · ×16The ontology would need a drawing-number annotation class.
  • Holep10, p11, p12, p13, p14, p15, p16, p17 · 23 crops · ×52The ontology would need a formed hole or penetration class.
  • Revision Blockp7, p10, p15, p16, p18, p19, p20 · 7 crops · ×7The ontology would need a drawing revision-block or document-annotation class.
  • Dowel Barp2, p10, p11, p12, p17, p18 · 8 crops · ×8The ontology would need a dowel-bar class.
  • Preformed Joint Fillerp4, p5, p8, p9, p12 · 12 crops · ×15The ontology would need a preformed joint-filler material class.
  • Approval Blockp1, p12, p14, p19, p20 · 5 crops · ×12The ontology would need a drawing approval-block class.
  • Schedule Line Itemp16, p19, p20, p21 · 13 crops · ×116The ontology would need a schedule line-item class.
  • End Postp4, p6, p7, p8 · 9 crops · ×13The ontology would need a fence or railing end-post class.
  • Class AA Concretep13, p14, p15, p17 · 8 crops · ×11The ontology would need a structural-concrete material class.
  • Roadway Location Annotationp1, p3, p4, p14 · 5 crops · ×13The ontology would need a roadway-location drawing annotation class.
  • Datep6, p7, p12, p14 · 4 crops · ×4The ontology would need a drawing date annotation class.
  • Drawing File Namep4, p12, p20, p21 · 4 crops · ×4The ontology would need a drawing file-name annotation class.
  • Wall Facep1, p13, p17 · 10 crops · ×14The ontology would need a wall-face reference class.
  • Beveled Shim Platep10, p11, p12 · 9 crops · ×8The ontology would need a shim-plate class.
  • Chain Link Fencep1, p2, p8 · 9 crops · ×8The ontology would need a chain-link fence class.
  • Edge Beamp5, p7, p9 · 6 crops · ×7The ontology would need a deck edge-beam class.
  • Expansion Joint Sealp4, p5, p9 · 6 crops · ×9The ontology would need a silicone expansion-joint seal class.
  • Internal Platep12, p13, p16 · 6 crops · ×7The ontology would need a structural steel plate class.
  • Drip Beadp7, p8, p9 · 5 crops · ×7The ontology would need a concrete drip-bead class.
  • Slab Filletp4, p5, p6 · 4 crops · ×4The ontology would need a deck-slab fillet class.
  • Deck Plan Annotationp4, p6, p9 · 3 crops · ×3The ontology would need a deck-plan drawing annotation class.
  • Scale Annotationp1, p6, p14 · 3 crops · ×3The ontology would need a drawing scale annotation class.
  • Section Detailp10, p11, p16 · 3 crops · ×6The ontology would need a drawing section-detail class.
  • Paving Restp4, p6 · 4 crops · ×4The ontology would need a paving-rest class.
  • Fence Detailp2, p8 · 3 crops · ×9The ontology would need a fence-detail or fence-post class.
  • Low Friction Hold-downp10, p11 · 3 crops · ×3The ontology would need a bearing hold-down device class.
  • Washerp10, p11 · 3 crops · ×3The ontology would need a structural washer class.
  • Bridge Number Labelp7, p19 · 2 crops · ×2The ontology would need a bridge-number drawing label class.
  • Concrete Wallp4, p16 · 2 crops · ×3The ontology would need a generic reinforced-concrete wall class.
  • Construction Jointp5, p8 · 2 crops · ×1The ontology would need a construction-joint class.
  • Hex nutp10, p11 · 2 crops · ×2The ontology would need a structural nut class.
  • Slotp10, p11 · 2 crops · ×3The ontology would need a slot or formed-opening class.
  • Panelp16 · 8 crops · ×9The ontology would need a bridge panel or wall-panel class.
  • Sealing ribp12 · 3 crops · ×5The ontology would need a concrete sealing-rib class.
  • Access Roadp3 · 2 crops · ×1The ontology would need an access-road class.
  • Anchor Blockp16 · 2 crops · ×2The ontology would need an anchor-block class.
  • Bar Bending Detailp2 · 2 crops · ×2The ontology would need a bar-bending drawing-detail class.
  • Certification Documentp2 · 2 crops · ×1The ontology would need a certification or drawing-document class.
  • Class D Superstructure Concretep4 · 2 crops · ×2The ontology would need a structural-concrete material class.
  • Elevation data tablep3 · 2 crops · ×2The ontology would need a drawing elevation-data table class.
  • Load Platep12 · 2 crops · ×4The ontology would need a load-plate class.
  • Notch Recessp16 · 2 crops · ×2The ontology would need a concrete notch or recess class.
  • Pile Connection Detailp15 · 2 crops · ×2The ontology would need a drawing connection-detail class.
  • TYPICAL FILL DETAIL AT END OF BRIDGEp2 · 2 crops · ×2The ontology would need a standard fill-detail annotation class.
  • Abutment Soil Reinforcing Device Insertp2 · 1 cropThe ontology would need an abutment soil-reinforcement device-insert class.
  • Bar Reinforcing Schedulep20 · 1 crop · ×1The ontology would need a reinforcing-bar schedule class.
  • Bar Reinforcing Schedule - Ip19 · 1 crop · ×1The ontology would need a reinforcing-bar schedule class.
  • Bar Reinforcing Schedule Titlep21 · 1 crop · ×1The ontology would need a drawing schedule-title class.
  • Bridge Limits Annotationp3 · 1 crop · ×2The ontology would need a bridge-limits drawing annotation class.
  • Callout tagp16 · 1 cropThe ontology would need a drawing callout-tag class.
  • Chamferp5 · 1 crop · ×1The ontology would need a concrete chamfer class.
  • End fill control pointp1 · 1 crop · ×1The ontology would need an earthwork control-point class.
  • Endfill control pointp1 · 1 crop · ×1The ontology would need an earthwork control-point class.
  • Epoxy Groutp10 · 1 cropThe ontology would need an epoxy-grout material class.
  • Epoxy Resin Adhesivep11 · 1 cropThe ontology would need an epoxy-resin adhesive material class.
  • Expansion Jointp1 · 1 crop · ×3The ontology would need a generic expansion-joint class when the joint type is unspecified.
  • Grooved Concretep2 · 1 cropThe ontology would need a grooved-concrete surfacing class.
  • Gutterp1 · 1 crop · ×1The ontology would need a bridge gutter class.
  • IDENTIFIER NUMBERp14 · 1 crop · ×1The ontology would need a drawing identifier annotation class.
  • inner concrete pocketp16 · 1 crop · ×1The ontology would need a concrete pocket or recess class.
  • nutp11 · 1 crop · ×2The ontology would need a structural nut class.
  • Perforated Basep11 · 1 crop · ×1The ontology would need a perforated concrete base class.
  • Pile Location Annotationp18 · 1 crop · ×12The ontology would need a pile-location drawing annotation class.
  • PVC Forming Materialp11 · 1 cropThe ontology would need a PVC forming-material class.
  • Rapid Setting Patching Materialp11 · 1 cropThe ontology would need a rapid-setting patching-material class.
  • Specification Referencep11 · 1 cropThe ontology would need a specification-reference document class.
  • Weldingp2 · 1 cropThe ontology would need a welding process or consumable material class.

ancillary system8

superstructure8

  • Concrete BeamPrestressed Concrete Girderbridge.superstructure.main_load_system.psc_girderp2, p4, p5, p6, p7, p9, p10, p11, p12, p13, p14, p15, p17, p18 · 30 crops · ×216on “PSC BEAM
  • Deck SlabDeck Slabbridge.superstructure.deck_system.deck_slabp7, p8, p9, p13, p14, p16, p17 · 24 crops · ×244 read · 1 gapon “Deck Slab
  • BearingElastomeric Bearingbridge.superstructure.bearing_system.elastomeric_bearingp1, p10, p11, p12, p14, p15 · 12 crops · ×22on “BEARING PAD
  • DiaphragmDiaphragmbridge.superstructure.secondary_member_system.diaphragmp2, p4, p5, p6, p8, p12 · 9 crops · ×10on “Diaphragm
  • Anchor BoltAnchor Boltbridge.superstructure.connection_system.anchor_boltp10, p13, p16 · 6 crops · ×21on “anchor bolts
  • Steel GirderSteel Girderbridge.superstructure.main_load_system.steel_girderp7, p9 · 4 crops · ×18on “I-girder
  • Support BracecheckCross Bracingbridge.superstructure.secondary_member_system.cross_bracingp17 · 2 crops · ×5on “brace
  • ENDWALL OUTSIDE EXTERIOR BEAM, TYP.checkDiaphragmbridge.superstructure.secondary_member_system.diaphragmp4 · 1 crop · ×1on “ENDWALL

alignment system7

substructure5

  • BentPier Systemgroupingbridge.substructure.pier_systemp1, p2, p3, p4, p6, p7, p8, p9, p11, p12, p13, p14, p15, p16, p17, p18, p19, p20, p21 · 69 crops · ×171on “Bent
  • ColumncheckPier Shaftbridge.substructure.pier_system.pier_shaftp13, p14, p15, p16, p17 · 19 crops · ×29on “Column
  • AbutmentAbutment Systemgroupingbridge.substructure.abutment_systemp7, p9, p13, p17 · 14 crops · ×23on “Abutment
  • Pier CapPier Capbridge.substructure.pier_system.pier_capp13, p17 · 4 crops · ×4on “Pier Cap
  • Bearing PedestalBearing Seatbridge.substructure.bearing_seatp7, p13 · 2 crops · ×6on “Bearing Pedestal

foundation system3

  • Steel H-pileSteel H Pilebridge.foundation_system.deep_foundation.pile.steel_hp2, p13, p14, p15, p16, p17, p18 · 31 crops · ×176on “Steel H-pile
  • FootingSpread Footingbridge.foundation_system.shallow_foundation.spread_footingp11, p14, p16, p18 · 17 crops · ×27on “Footing
  • Pile CapPile Capbridge.foundation_system.deep_foundation.pile_capp13, p14 · 2 crops · ×1on “Pile Cap

approach earthwork system1

Index for the agentnot indexed · 4029 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.

4029 points ready to index.

0points stored4,029points ready303crops102items278,334tokens embedded

Collection mindmap_vectors, filtered on projectId = gdot_drawing-0a6d24ffdd874879a37c7122f1fd8bef.