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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 95 crops · 5 read
item · 1097 × 1429

Other P09 R03

page 9 · other_p09_r03
Original
Other P09 R03
{
  "view": "Section",
  "objects": [
    {
      "name": "Reinforcement bar",
      "tag": "I-801",
      "shape": "round",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "I-802",
      "shape": "round",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Joint filler",
      "tag": "",
      "shape": "",
      "material": "preformed joint filler",
      "count": 1,
      "note": "* 1\" PREFORMED JOINT FILLER"
    }
  ],
  "measurements": [
    {
      "label": "3'-0\"",
      "value": "3'-0\"",
      "unit": "ft",
      "appliesTo": "Cross-section height"
    },
    {
      "label": "1'-0\"",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "Left bottom width"
    },
    {
      "label": "1'-0\"",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "Right bottom width"
    },
    {
      "label": "8\"",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Top offset"
    },
    {
      "label": "1'-0 1/2\"",
      "value": "1'-0 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Spacing at top/members"
    },
    {
      "label": "4\" CL.",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "Centerline offset"
    }
  ],
  "notes": [
    "SEE DETAIL A",
    "SLAB REINFORCEMENT NOT SHOWN",
    "BEARING PADS NOT SHOWN"
  ],
  "labels": [
    "SECTION THRU EDGE BEAM",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "Cross-section through the edge beam showing reinforcement items I-801 and I-802 and a star-marked 1\" preformed joint filler. Notes indicate slab reinforcement and bearing pads are not shown; Bent 2 is shown and Bent 3 is similar; scale is 3/4\" = 1'-0\"."
}

Other P09 R03

done

other_p09_r03

Section3 objects · 6 measurements · 3 notes · 4 labels

Cross-section through the edge beam showing reinforcement items I-801 and I-802 and a star-marked 1" preformed joint filler. Notes indicate slab reinforcement and bearing pads are not shown; Bent 2 is shown and Bent 3 is similar; scale is 3/4" = 1'-0".

Objects · 3

MarkObjectNo.ShapeMaterialNote
I-801Reinforcement bar1roundreinforcing steel
I-802Reinforcement bar1roundreinforcing steel
Joint filler1preformed joint filler* 1" PREFORMED JOINT FILLER

Measurements · 6

MeasurementValueUnitApplies to
3'-0"3'-0"ftCross-section height
1'-0"1'-0"ftLeft bottom width
1'-0"1'-0"ftRight bottom width
8"8"inTop offset
1'-0 1/2"1'-0 1/2"ft-inSpacing at top/members
4" CL.4"inCenterline offset

Labels

SECTION THRU EDGE BEAMBENT 2 SHOWNBENT 3 SIMILARSCALE: 3/4" = 1'-0"

Notes

  • SEE DETAIL A
  • SLAB REINFORCEMENT NOT SHOWN
  • BEARING PADS NOT SHOWN

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Other P09 R04

page 9 · other_p09_r04
Original
Other P09 R04
{
  "view": "Detail",
  "objects": [
    {
      "name": "2-507B reinforcement bars",
      "tag": "2-507B",
      "shape": "rectangular",
      "material": "plain steel bars",
      "count": 2,
      "note": ""
    },
    {
      "name": "4-402B reinforcement bars",
      "tag": "4-402B",
      "shape": "rectangular",
      "material": "plain steel bars",
      "count": 1,
      "note": ""
    },
    {
      "name": "403B reinforcement bar",
      "tag": "403B",
      "shape": "rectangular",
      "material": "plain steel bars",
      "count": 1,
      "note": ""
    },
    {
      "name": "1 DIA. PLAIN BAR",
      "tag": "",
      "shape": "circular",
      "material": "plain steel bar",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "3'-0\"",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": ""
    },
    {
      "label": "2\"",
      "value": "2\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "10\" CONC. DIAPH.",
      "value": "10\"",
      "unit": "in",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "Top Of BeAm",
    "1 1/2\" CL, TYP."
  ],
  "description": "Detail view of a rectangular reinforcement cage inside a concrete beam section, showing rebar tags 403B, 4-402B, and 2-507B, plus a 1 inch diameter plain bar. Includes a TOP OF BEAM annotation and a 10 inch concrete diaphragm; overall height shown as 3'-0\"."
}

Other P09 R04

done

other_p09_r04

Detail4 objects · 3 measurements · 2 labels

Detail view of a rectangular reinforcement cage inside a concrete beam section, showing rebar tags 403B, 4-402B, and 2-507B, plus a 1 inch diameter plain bar. Includes a TOP OF BEAM annotation and a 10 inch concrete diaphragm; overall height shown as 3'-0".

Objects · 4

MarkObjectNo.ShapeMaterial
2-507B2-507B reinforcement bars2rectangularplain steel bars
4-402B4-402B reinforcement bars1rectangularplain steel bars
403B403B reinforcement bar1rectangularplain steel bars
1 DIA. PLAIN BAR1circularplain steel bar

Measurements · 3

MeasurementValueUnit
3'-0"3'-0"ft-in
2"2"in
10" CONC. DIAPH.10"in

Labels

Top Of BeAm1 1/2" CL, TYP.

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Other P09 R05

page 9 · other_p09_r05
Original
Other P09 R05
{
  "view": "Detail",
  "objects": [
    {
      "name": "Silicone sealant joint sealer",
      "tag": "",
      "shape": "rectangular with rounded edge",
      "material": "silicone sealant",
      "count": 1,
      "note": "TYPE B, C OR D"
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "line",
      "material": "concrete",
      "count": 1,
      "note": "TYP."
    }
  ],
  "measurements": [
    {
      "label": "SCALE",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Detail A"
    },
    {
      "label": "1/4\"",
      "value": "1/4\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "1/2\"",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "3/4\"",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "ROUND TO",
      "value": "1/4\"",
      "unit": "in",
      "appliesTo": "radius of sealant corner"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN",
    "REQUIRED CONST. JOINT., TYP.",
    "NO SCALE"
  ],
  "labels": [
    "SECTION THRU DIAPHRAGM",
    "DETAIL A",
    "NO SCALE"
  ],
  "description": "Detail A cross-section through a diaphragm showing a silicone sealant joint sealer at a construction joint, with a rounded corner radius and specified offsets. Slab reinforcement is not shown. The detail is labeled DETAIL A and is NO SCALE."
}

Other P09 R05

done

other_p09_r05

Detail2 objects · 5 measurements · 3 notes · 3 labels

Detail A cross-section through a diaphragm showing a silicone sealant joint sealer at a construction joint, with a rounded corner radius and specified offsets. Slab reinforcement is not shown. The detail is labeled DETAIL A and is NO SCALE.

Objects · 2

ObjectNo.ShapeMaterialNote
Silicone sealant joint sealer1rectangular with rounded edgesilicone sealantTYPE B, C OR D
Construction joint1lineconcreteTYP.

Measurements · 5

MeasurementValueUnitApplies to
SCALE3/4" = 1'-0"Detail A
1/4"1/4"in
1/2"1/2"in
3/4"3/4"in
ROUND TO1/4"inradius of sealant corner

Labels

SECTION THRU DIAPHRAGMDETAIL ANO SCALE

Notes

  • SLAB REINFORCEMENT NOT SHOWN
  • REQUIRED CONST. JOINT., TYP.
  • NO SCALE

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Other P09 R06

page 9 · other_p09_r06
Original
Other P09 R06
{
  "view": "Section",
  "objects": [
    {
      "name": "Abutment",
      "tag": "",
      "shape": "rectangular block with wingwall",
      "material": "reinforced concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "Bent / Pier",
      "tag": "I-508",
      "shape": "pier",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent / Pier",
      "tag": "I-509",
      "shape": "pier",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent / Pier",
      "tag": "I-801",
      "shape": "pier",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent / Pier",
      "tag": "I-802",
      "shape": "pier",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "left spacing",
      "value": "2",
      "unit": "in",
      "appliesTo": "between left edge and equal spaces"
    },
    {
      "label": "right spacing",
      "value": "2",
      "unit": "in",
      "appliesTo": "between equal spaces and right edge"
    },
    {
      "label": "slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slope"
    }
  ],
  "notes": [
    "NOTE: BEARING PADS NOT SHOWN"
  ],
  "labels": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "SR 2I WB = PGL",
    "DO NOT REMOVE EDGE BEAM FORMS"
  ],
  "description": "Longitudinal section through a bridge showing abutments at the ends and interior bents/pier assemblies (I-508, I-509, I-801, I-802) with the deck slab and edge beam. Bearing pads are not shown; standard notes call out pour edge beam alignment and fence not shown."
}

Other P09 R06

done

other_p09_r06

Section6 objects · 3 measurements · 1 note · 4 labels

Longitudinal section through a bridge showing abutments at the ends and interior bents/pier assemblies (I-508, I-509, I-801, I-802) with the deck slab and edge beam. Bearing pads are not shown; standard notes call out pour edge beam alignment and fence not shown.

Objects · 6

MarkObjectNo.ShapeMaterial
Abutment2rectangular block with wingwallreinforced concrete
I-508Bent / Pier1pierreinforced concrete
I-509Bent / Pier1pierreinforced concrete
I-801Bent / Pier1pierreinforced concrete
I-802Bent / Pier1pierreinforced concrete
Deck slab1rectangularreinforced concrete

Measurements · 3

MeasurementValueUnitApplies to
left spacing2inbetween left edge and equal spaces
right spacing2inbetween equal spaces and right edge
slope2%deck slope

Labels

FENCE NOT SHOWN, TYP.POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.SR 2I WB = PGLDO NOT REMOVE EDGE BEAM FORMS

Notes

  • NOTE: BEARING PADS NOT SHOWN

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Other P09 R08

page 9 · other_p09_r08
Original
Other P09 R08
{
  "view": "Detail",
  "objects": [
    {
      "name": "edge beam form",
      "tag": "",
      "shape": "irregular",
      "material": "formwork",
      "count": 2,
      "note": "edge beam forms along deck edge"
    }
  ],
  "measurements": [],
  "notes": [
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "Other P09 R08"
  ],
  "description": "Partial detail showing two edge beam form shapes with a deck edge line and a surrounding note about leaving edge beam forms in place until the deck pour cures and reaches specified strength."
}

Other P09 R08

done

other_p09_r08

Detail1 object · 1 note · 1 label

Partial detail showing two edge beam form shapes with a deck edge line and a surrounding note about leaving edge beam forms in place until the deck pour cures and reaches specified strength.

Objects · 1

ObjectNo.ShapeMaterialNote
edge beam form2irregularformworkedge beam forms along deck edge

Measurements · 0

No measurements read. Edit to add one.

Labels

Other P09 R08

Notes

  • DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.

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Page 1019 crops · 19 read
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p10_r01 notes

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r01_notes
Original
p10_r01 notes
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Beam",
      "tag": "",
      "shape": "rectangular",
      "material": "post-tensioned concrete",
      "count": 1,
      "note": "Main elevational member"
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "bearing pad",
      "count": 1,
      "note": "Left end bearing"
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "bearing pad",
      "count": 1,
      "note": "Right end bearing (C BEARING)"
    },
    {
      "name": "Diaphragm bar hole",
      "tag": "",
      "shape": "circle",
      "material": "hole in beam",
      "count": 1,
      "note": "Ø 2\" diameter hole for diaphragm bar"
    },
    {
      "name": "Draped strands",
      "tag": "",
      "shape": "lines",
      "material": "post-tension tendons",
      "count": 6,
      "note": "6 - draped strands"
    },
    {
      "name": "Low friction hold down",
      "tag": "",
      "shape": "block",
      "material": "hold-down device",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "SPAN LENGTH",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "BEAM LENGTH",
      "value": "53'-7 5/8\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "26'-9 3/16\"",
      "value": "26'-9 3/16\"",
      "unit": "ft",
      "appliesTo": "midpoint dimension"
    },
    {
      "label": "9 3/16\"",
      "value": "9 3/16\"",
      "unit": "in",
      "appliesTo": "midpoint dimension"
    },
    {
      "label": "3 SPACES AT 24\"",
      "value": "3 SPACES AT 24\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "6\"",
      "value": "6\"",
      "unit": "in",
      "appliesTo": "spacing"
    },
    {
      "label": "18 SPACES AT 12\"",
      "value": "18 SPACES AT 12\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "2-550 AT EACH LOCATION",
      "value": "2-550 AT EACH LOCATION",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "2-450",
      "value": "2-450",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "2-65 AT EACH LOCATION",
      "value": "2-65 AT EACH LOCATION",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "10-350 AT 6\"",
      "value": "10-350 AT 6\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "8-41",
      "value": "8-41",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "2 SPACES AT 2\"",
      "value": "2 SPACES AT 2\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "ΔNC = 1/2\"",
    "ΔC = 1/16\"",
    "Ø 2\" DIAMETER HOLE FOR DIAPHRAGM BAR",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "6 - DRAPED STRANDS",
    "LOW FRICTION TYPE HOLD DOWN",
    "ALL DIMENSIONS ARE ALONG BEAM"
  ],
  "labels": [
    "NOTES",
    "ELEVATION",
    "SECTION A",
    "SPAN LENGTH = 55'-0\"",
    "BEAM LENGTH = 53'-7 5/8\""
  ],
  "description": "Elevation view of a long post-tensioned beam with end bearings, diaphragm holes, and draped strands. The crop includes notes about hole diameters, hold-downs, and spacing, along with primary dimensional data (span and beam lengths) and internal spacing references."
}

p10_r01 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r01_notes

Elevation6 objects · 13 measurements · 7 notes · 5 labels

Elevation view of a long post-tensioned beam with end bearings, diaphragm holes, and draped strands. The crop includes notes about hole diameters, hold-downs, and spacing, along with primary dimensional data (span and beam lengths) and internal spacing references.

Objects · 6

ObjectNo.ShapeMaterialNote
Beam1rectangularpost-tensioned concreteMain elevational member
Bearing1rectangularbearing padLeft end bearing
Bearing1rectangularbearing padRight end bearing (C BEARING)
Diaphragm bar hole1circlehole in beamØ 2" diameter hole for diaphragm bar
Draped strands6linespost-tension tendons6 - draped strands
Low friction hold down1blockhold-down device

Measurements · 13

MeasurementValueUnitApplies to
SPAN LENGTH55'-0"ft
BEAM LENGTH53'-7 5/8"ft
26'-9 3/16"26'-9 3/16"ftmidpoint dimension
9 3/16"9 3/16"inmidpoint dimension
3 SPACES AT 24"3 SPACES AT 24"
6"6"inspacing
18 SPACES AT 12"18 SPACES AT 12"
2-550 AT EACH LOCATION2-550 AT EACH LOCATION
2-4502-450
2-65 AT EACH LOCATION2-65 AT EACH LOCATION
10-350 AT 6"10-350 AT 6"
8-418-41
2 SPACES AT 2"2 SPACES AT 2"

Labels

NOTESELEVATIONSECTION ASPAN LENGTH = 55'-0"BEAM LENGTH = 53'-7 5/8"

Notes

  • ΔNC = 1/2"
  • ΔC = 1/16"
  • Ø 2" DIAMETER HOLE FOR DIAPHRAGM BAR
  • OMIT HOLE AT BEAMS 6 AND 12
  • 6 - DRAPED STRANDS
  • LOW FRICTION TYPE HOLD DOWN
  • ALL DIMENSIONS ARE ALONG BEAM

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p10_r02 section at end

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r02_section_at_end
Original
p10_r02 section at end
{
  "view": "Section",
  "objects": [
    {
      "name": "Section at midpoint",
      "tag": "",
      "shape": "section",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Section at end",
      "tag": "",
      "shape": "section",
      "material": "concrete",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "1'-0\"",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "1'-6\"",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "7 SPACES AT 2\"",
      "value": "7 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "2 SPACES AT 2\"",
      "value": "2 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "2\" CL.",
      "value": "2\" CL.",
      "unit": "",
      "appliesTo": "Section at end"
    },
    {
      "label": "1 1/8\" CL.",
      "value": "1 1/8\" CL.",
      "unit": "in",
      "appliesTo": "Section at end"
    },
    {
      "label": "350",
      "value": "350",
      "unit": "",
      "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 section views, SECTION AT MIDPOINT and SECTION AT END, show a concrete pedestal/pile-cap style element with reinforcement and prestressed strands, including spacing, centerline references, and minimum clearances."
}

p10_r02 section at end

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r02_section_at_end

Section2 objects · 7 measurements · 2 notes · 2 labels

Two section views, SECTION AT MIDPOINT and SECTION AT END, show a concrete pedestal/pile-cap style element with reinforcement and prestressed strands, including spacing, centerline references, and minimum clearances.

Objects · 2

ObjectNo.ShapeMaterial
Section at midpoint1sectionconcrete
Section at end1sectionconcrete

Measurements · 7

MeasurementValueUnitApplies to
1'-0"1'-0"ft-inSection at midpoint
1'-6"1'-6"ft-inSection at midpoint
7 SPACES AT 2"7 SPACES AT 2"Section at midpoint
2 SPACES AT 2"2 SPACES AT 2"Section at midpoint
2" CL.2" CL.Section at end
1 1/8" CL.1 1/8" CL.inSection at end
350350Section 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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p10_r03 notes

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r03_notes
Original
p10_r03 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Beams pick-up distance from ends",
      "value": "4'-6\"",
      "unit": "ft",
      "appliesTo": "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4'-6\" FROM THEIR ENDS"
    },
    {
      "label": "Embedded depth for pick-ups",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM"
    },
    {
      "label": "Chamfer size",
      "value": "1/2\" or 3/4\"",
      "unit": "in",
      "appliesTo": "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\""
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4'-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.",
    "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\"."
  ],
  "labels": [],
  "description": "Crop page shows Notes with two items: (1) requirements for upright beam handling, pick-up distance, embedment, and shop drawings; (2) chamfer requirements for beam edges (1/2\" or 3/4\"). No physical objects are drawn in this crop."
}

p10_r03 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r03_notesNotes

Notes3 measurements · 2 notes

Crop page shows Notes with two items: (1) requirements for upright beam handling, pick-up distance, embedment, and shop drawings; (2) chamfer requirements for beam edges (1/2" or 3/4"). No physical objects are drawn in this crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 3

MeasurementValueUnitApplies to
Beams pick-up distance from ends4'-6"ft1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4'-6" FROM THEIR ENDS
Embedded depth for pick-ups4"inPICK-UPS SHALL BE EMBEDDED TO WITHIN 4" OF THE BOTTOM OF THE BEAM
Chamfer size1/2" or 3/4"in2. CHAMFER EDGES OF BEAMS 1/2" OR 3/4"

Notes

  • 1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4'-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.
  • 2. CHAMFER EDGES OF BEAMS 1/2" OR 3/4".

openai/gpt-5-nano · 5040 tokens · 23.8s

crop · 1094 × 487

p10_r04 dia

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r04_dia
Original
p10_r04 dia
{
  "view": "Detail",
  "objects": [
    {
      "name": "2\" DIAMETER HOLE",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "4-35l AT EACH WAY",
      "tag": "",
      "shape": "bolts",
      "material": "steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "DIAPHRAGM BAR",
      "tag": "",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "2\" DIAMETER HOLE",
      "value": "2",
      "unit": "in",
      "appliesTo": "hole"
    },
    {
      "label": "DIA.",
      "value": "5",
      "unit": "in",
      "appliesTo": "diaphragm/bar feature"
    },
    {
      "label": "FROM BEAM FACE",
      "value": "1",
      "unit": "in",
      "appliesTo": "diaphragm bar"
    }
  ],
  "notes": [
    "CUT OFF EXCESS DIAPHRAGM BAR 1\" FROM BEAM FACE."
  ],
  "labels": [
    "2\" DIAMETER HOLE",
    "4-35l AT EACH WAY",
    "5\" DIA."
  ],
  "description": "Detail showing a diaphragm-bar bolt assembly with a 2\" diameter hole and a diaphragm bar to be cut off 1\" from the beam face; a 5\" diameter feature is also annotated."
}

p10_r04 dia

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r04_dia

Detail3 objects · 3 measurements · 1 note · 3 labels

Detail showing a diaphragm-bar bolt assembly with a 2" diameter hole and a diaphragm bar to be cut off 1" from the beam face; a 5" diameter feature is also annotated.

Objects · 3

ObjectNo.ShapeMaterial
2" DIAMETER HOLE1circular
4-35l AT EACH WAY4boltssteel
DIAPHRAGM BAR1barreinforcement steel

Measurements · 3

MeasurementValueUnitApplies to
2" DIAMETER HOLE2inhole
DIA.5indiaphragm/bar feature
FROM BEAM FACE1indiaphragm bar

Labels

2" DIAMETER HOLE4-35l AT EACH WAY5" DIA.

Notes

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

openai/gpt-5-nano · 8606 tokens · 46.7s

crop · 1801 × 1264

p10_r05 title block

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r05_title_block
Original
p10_r05 title block
{
  "view": "Detail",
  "objects": [
    {
      "name": "Reinforcement detail",
      "tag": "",
      "shape": "trapezoidal",
      "material": "reinforcement",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "1'-3\"",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": ""
    },
    {
      "label": "350",
      "value": "350",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "1'-0\"",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "351"
    },
    {
      "label": "5'-0\"",
      "value": "5'-0\"",
      "unit": "ft-in",
      "appliesTo": "451"
    },
    {
      "label": "4'-1\"",
      "value": "4'-1\"",
      "unit": "ft-in",
      "appliesTo": "452"
    },
    {
      "label": "9\"",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "550"
    },
    {
      "label": "9\"",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "651"
    },
    {
      "label": "6\"",
      "value": "6\"",
      "unit": "in",
      "appliesTo": "651-2"
    }
  ],
  "notes": [
    "ALL BAR DIMENSIONS ARE OUT TO OUT.",
    "AT THE TOP OF THE BEAM, BARS 550 AND 651",
    "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 45l 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": "Reinforcement detail page with bent-bar notes and associated dimensional callouts."
}

p10_r05 title block

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r05_title_block

Detail1 object · 8 measurements · 11 notes · 1 label

Reinforcement detail page with bent-bar notes and associated dimensional callouts.

Objects · 1

ObjectNo.ShapeMaterial
Reinforcement detail1trapezoidalreinforcement

Measurements · 8

MeasurementValueUnitApplies to
1'-3"1'-3"ft-in
350350
1'-0"1'-0"ft-in351
5'-0"5'-0"ft-in451
4'-1"4'-1"ft-in452
9"9"in550
9"9"in651
6"6"in651-2

Labels

REINFORCEMENT

Notes

  • ALL BAR DIMENSIONS ARE OUT TO OUT.
  • AT THE TOP OF THE BEAM, BARS 550 AND 651
  • 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 45l 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 · 10996 tokens · 44.1s

crop · 1785 × 150

p10_r06 notes

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r06_notes
Original
p10_r06 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Epoxy mortar thickness at beam ends",
      "value": "1/8",
      "unit": "in",
      "appliesTo": "beam length"
    }
  ],
  "notes": [
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE /8\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING."
  ],
  "labels": [
    "Note 3"
  ],
  "description": "Notes page crop showing a construction note about horizontal dimensions and epoxy mortar, including a requirement for shop drawings to adjust dimensions for grade and fabrication effects."
}

p10_r06 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r06_notesNotes

Notes1 measurement · 1 note · 1 label

Notes page crop showing a construction note about horizontal dimensions and epoxy mortar, including a requirement for shop drawings to adjust dimensions for grade and fabrication effects.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueUnitApplies to
Epoxy mortar thickness at beam ends1/8inbeam length

Labels

Note 3

Notes

  • 3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE /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 · 1783 × 152

p10_r07 notes

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r07_notes
Original
p10_r07 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "bearing at fixed ends"
    },
    {
      "name": "hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "1 3/4\" diameter hole; 7\" deep"
    },
    {
      "name": "slot",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "4\" x 1 3/4\" x 7\" deep slot at expansion ends"
    },
    {
      "name": "dowel",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": 1,
      "note": "1/2\" diameter smooth dowel"
    }
  ],
  "measurements": [
    {
      "label": "hole_diameter",
      "value": "1 3/4\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "hole_depth",
      "value": "7\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "slot_length",
      "value": "4\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "slot_width",
      "value": "1 3/4\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "slot_depth",
      "value": "7\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "dowel_diameter",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": ""
    }
  ],
  "notes": [
    "4. AT C 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 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS."
  ],
  "labels": [],
  "description": "Note describing hole, slot, and dowel details for fixed and expansion ends referenced to plan/elevation sheets."
}

p10_r07 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r07_notesNotes

Notes4 objects · 6 measurements · 1 note

Note describing hole, slot, and dowel details for fixed and expansion ends referenced to plan/elevation sheets.

Objects · 4

ObjectNo.ShapeNote
bearing1bearing at fixed ends
hole1circular1 3/4" diameter hole; 7" deep
slot1rectangular4" x 1 3/4" x 7" deep slot at expansion ends
dowel1cylindrical1/2" diameter smooth dowel

Measurements · 6

MeasurementValueUnit
hole_diameter1 3/4"in
hole_depth7"in
slot_length4"in
slot_width1 3/4"in
slot_depth7"in
dowel_diameter1/2"in

Notes

  • 4. AT C 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 1/2" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.

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crop · 1192 × 513

p10_r08 tighten diaphragm bar as per sub section

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r08_tighten_diaphragm_bar_as_per_sub_section
Original
p10_r08 tighten diaphragm bar as per sub section
{
  "view": "Notes",
  "objects": [
    {
      "name": "diaphragm bar",
      "tag": "",
      "shape": "circular",
      "material": "plain steel (ASTM A 709 GRADE 36)",
      "count": null,
      "note": "THREADED 5\" ON EACH END"
    }
  ],
  "measurements": [],
  "notes": [
    "DIAPHRAGM BAR SHALL BE A 1\" DIAMETER PLAIN BAR, THREADED 5\" ON EACH END, WITH 1/4\" X 3-1/2\" 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.B12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT"
  ],
  "labels": [
    "Sheet page 10."
  ],
  "description": "Notes-only crop containing installation and finishing requirements for diaphragms bars per Georgia DOT specifications; no plan elements are visible."
}

p10_r08 tighten diaphragm bar as per sub section

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r08_tighten_diaphragm_bar_as_per_sub_section

Notes1 object · 1 note · 1 label

Notes-only crop containing installation and finishing requirements for diaphragms bars per Georgia DOT specifications; no plan elements are visible.

Objects · 1

ObjectShapeMaterialNote
diaphragm barcircularplain steel (ASTM A 709 GRADE 36)THREADED 5" ON EACH END

Measurements · 0

No measurements read. Edit to add one.

Labels

Sheet page 10.

Notes

  • DIAPHRAGM BAR SHALL BE A 1" DIAMETER PLAIN BAR, THREADED 5" ON EACH END, WITH 1/4" X 3-1/2" 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.B12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT

openai/gpt-5-nano · 6550 tokens · 31.2s

crop · 1785 × 232

p10_r09 notes

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r09_notes
Original
p10_r09 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "amplitude_of_roughened_surface",
      "value": "approximately 1/4\"",
      "unit": "in",
      "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 TRANSVERSELY 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": "Crop shows a Notes page containing text about surface preparation for tops of beams: rough floating, scrubbing to remove laitance, roughened surface with an amplitude of about 1/4 inch, and removal of fins/projections to create a vertical face at the beam edge."
}

p10_r09 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r09_notesNotes

Notes1 measurement · 1 note

Crop shows a Notes page containing text about surface preparation for tops of beams: rough floating, scrubbing to remove laitance, roughened surface with an amplitude of about 1/4 inch, and removal of fins/projections to create a vertical face at the beam edge.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueUnitApplies to
amplitude_of_roughened_surfaceapproximately 1/4"inTOPS OF BEAMS

Notes

  • 5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY 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 · 5903 tokens · 32.5s

crop · 1822 × 232

p10_r10 notes

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r10_notes
Original
p10_r10 notes
{
  "view": "Notes",
  "objects": [],
  "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 (sheet page 10) containing Note 6, which prescribes filling holes in beams, removing PVC forms, applying epoxy adhesive, and patching per Georgia standards."
}

p10_r10 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r10_notesNotes

Notes1 note

Crop shows a Notes page (sheet page 10) containing Note 6, which prescribes filling holes in beams, removing PVC forms, applying epoxy adhesive, and patching per Georgia standards.

Objects · 0

No objects read. Edit to add one.

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.

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crop · 1150 × 289

p10_r11 notes

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r11_notes
Original
p10_r11 notes
{
  "view": "Detail",
  "objects": [],
  "measurements": [],
  "notes": [
    "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."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS"
  ],
  "description": "Fragment of a detail page containing two notes about epoxy grout and galvanizing requirements, followed by a labeled recess detail heading for diaphragm bar ends."
}

p10_r11 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r11_notesNotes

Detail2 notes · 1 label

Fragment of a detail page containing two notes about epoxy grout and galvanizing requirements, followed by a labeled recess detail heading for diaphragm bar ends.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

RECESS DETAIL FOR DIAPHRAGM BAR ENDS

Notes

  • 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.

openai/gpt-5-nano · 3404 tokens · 23.2s

crop · 1762 × 105

p10_r12 slab and coping

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r12_slab_and_coping
Original
p10_r12 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": "A single note line (item 7) describing non-composite dead load deflection at the midpoint caused by the weight of the slab and coping."
}

p10_r12 slab and coping

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r12_slab_and_coping

Notes1 note

A single note line (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 (DNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.

openai/gpt-5-nano · 2057 tokens · 13.0s

crop · 1945 × 1151

p10_r13 title block

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r13_title_block
Original
p10_r13 title block
{
  "view": "Title Block",
  "objects": [
    {
      "name": "Seal",
      "tag": "",
      "shape": "circular",
      "material": "Georgia Registered Engineer seal",
      "count": 1,
      "note": "Contains text: GEORGIA REGISTERED ENGINEER; No. 19371"
    },
    {
      "name": "Revision Block",
      "tag": "",
      "shape": "rectangular vertical strip",
      "material": "revision block",
      "count": 1,
      "note": "Vertical REVISIONS area with date fields"
    },
    {
      "name": "Drawing No.",
      "tag": "DRAWING NO.",
      "shape": "rectangular",
      "material": "printed text",
      "count": 1,
      "note": "35-0010"
    },
    {
      "name": "Bridge Sheet Indicator",
      "tag": "",
      "shape": "rectangular",
      "material": "printed text",
      "count": 1,
      "note": "BRIDGE SHEET 10 OF 21"
    }
  ],
  "measurements": [
    {
      "label": "Drawing No.",
      "value": "35-0010",
      "unit": "",
      "appliesTo": "Drawing No. block"
    },
    {
      "label": "Sheet",
      "value": "10 OF 21",
      "unit": "",
      "appliesTo": "Bridge Sheet Indicator"
    },
    {
      "label": "Date",
      "value": "April 2025",
      "unit": "",
      "appliesTo": "Date area"
    },
    {
      "label": "Scale",
      "value": "No Scale",
      "unit": "",
      "appliesTo": "Main title area / footer"
    },
    {
      "label": "Filename",
      "value": "0019181_0010.dgn",
      "unit": "",
      "appliesTo": "Footer/file area"
    }
  ],
  "notes": [
    "DESIGNED UP; DRAWN EPR; CHECKED AS; DESIGN GROUP JBK; APPROVED DPD"
  ],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "SASTRY & ASSOCIATES, INC.",
    "DEPARTMENT OF TRANSPORTATION",
    "GEORGIA",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "TYPE II PSC BEAM - END SPANS",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "NO SCALE"
  ],
  "description": "This crop shows the title block area of a Georgia DOT bridge sheet (Bridge Sheet 10 of 21). It includes the Georgia Registered Engineer seal, the consulting firm SASTRY & ASSOCIATES, INC., department and project identifiers, and the description 'TYPE II PSC BEAM - END SPANS'. It also provides drawing number 35-0010, sheet count (10 of 21), and date (April 2025)."
}

p10_r13 title block

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r13_title_block

Title Block4 objects · 5 measurements · 1 note · 9 labels

This crop shows the title block area of a Georgia DOT bridge sheet (Bridge Sheet 10 of 21). It includes the Georgia Registered Engineer seal, the consulting firm SASTRY & ASSOCIATES, INC., department and project identifiers, and the description 'TYPE II PSC BEAM - END SPANS'. It also provides drawing number 35-0010, sheet count (10 of 21), and date (April 2025).

Objects · 4

MarkObjectNo.ShapeMaterialNote
Seal1circularGeorgia Registered Engineer sealContains text: GEORGIA REGISTERED ENGINEER; No. 19371
Revision Block1rectangular vertical striprevision blockVertical REVISIONS area with date fields
DRAWING NO.Drawing No.1rectangularprinted text35-0010
Bridge Sheet Indicator1rectangularprinted textBRIDGE SHEET 10 OF 21

Measurements · 5

MeasurementValueApplies to
Drawing No.35-0010Drawing No. block
Sheet10 OF 21Bridge Sheet Indicator
DateApril 2025Date area
ScaleNo ScaleMain title area / footer
Filename0019181_0010.dgnFooter/file area

Labels

BRIDGE NO. LT. AND RT.SASTRY & ASSOCIATES, INC.DEPARTMENT OF TRANSPORTATIONGEORGIAENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESTYPE II PSC BEAM - END SPANSSR 21 @ NS #620272YJENKINS COUNTYNO SCALE

Notes

  • DESIGNED UP; DRAWN EPR; CHECKED AS; DESIGN GROUP JBK; APPROVED DPD

openai/gpt-5-nano · 10410 tokens · 40.7s

crop · 683 × 650

p10_r14 bevel details

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r14_bevel_details
Original
p10_r14 bevel details
{
  "view": "Detail",
  "objects": [
    {
      "name": "BEAM",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "rectangular beam end cross-section"
    },
    {
      "name": "BEVEL",
      "tag": "",
      "shape": "diagonal",
      "material": "",
      "count": 1,
      "note": "bevel feature on top flange"
    }
  ],
  "measurements": [],
  "notes": [
    "BEVEL TOP FLANGE PARALLEL TO B.F.P.R. OR BENT"
  ],
  "labels": [
    "BEVEL DETAILS"
  ],
  "description": "Detail showing bevel details for a beam end, with a bevel on the top flange and a note about top flange parallelism to B.F.P.R. or bent."
}

p10_r14 bevel details

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r14_bevel_details

Detail2 objects · 1 note · 1 label

Detail showing bevel details for a beam end, with a bevel on the top flange and a note about top flange parallelism to B.F.P.R. or bent.

Objects · 2

ObjectNo.ShapeNote
BEAM1rectangularrectangular beam end cross-section
BEVEL1diagonalbevel feature on top flange

Measurements · 0

No measurements read. Edit to add one.

Labels

BEVEL DETAILS

Notes

  • BEVEL TOP FLANGE PARALLEL TO B.F.P.R. OR BENT

openai/gpt-5-nano · 5083 tokens · 25.6s

crop · 1681 × 112

p10_r15 notes

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r15_notes
Original
p10_r15 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "strand quantity",
      "value": "20",
      "unit": "strands",
      "appliesTo": ""
    },
    {
      "label": "strand diameter",
      "value": "1/2",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "strand area per strand",
      "value": "0.167",
      "unit": "sq in",
      "appliesTo": ""
    },
    {
      "label": "pretension per strand",
      "value": "33,818",
      "unit": "lbs",
      "appliesTo": ""
    }
  ],
  "notes": [
    "A. USE 20 - 1/2\" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH."
  ],
  "labels": [
    "A."
  ],
  "description": "Crop shows a notes line (section A) specifying prestressing strand type, quantity, diameter, cross-sectional area per strand, and pretension per strand."
}

p10_r15 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r15_notesNotes

Notes4 measurements · 1 note · 1 label

Crop shows a notes line (section A) specifying prestressing strand type, quantity, diameter, cross-sectional area per strand, and pretension per strand.

Objects · 0

No objects read. Edit to add one.

Measurements · 4

MeasurementValueUnit
strand quantity20strands
strand diameter1/2in
strand area per strand0.167sq in
pretension per strand33,818lbs

Labels

A.

Notes

  • A. USE 20 - 1/2" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH.

openai/gpt-5-nano · 5789 tokens · 30.4s

crop · 1674 × 107

p10_r16 strength of 5 200 psi

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r16_strength_of_5_200_psi
Original
p10_r16 strength of 5 200 psi
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "f'ci",
      "value": "5,200",
      "unit": "PSI",
      "appliesTo": "Pretensioned strands / concrete"
    }
  ],
  "notes": [
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH ( f'ci ) OF 5,200 PSI."
  ],
  "labels": [
    "B."
  ],
  "description": "Crop shows a note from the notes section (B) specifying the release criterion for pretensioned strands: strands shall be released after the concrete reaches a minimum strength of 5,200 psi (f'ci)."
}

p10_r16 strength of 5 200 psi

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r16_strength_of_5_200_psi

Notes1 measurement · 1 note · 1 label

Crop shows a note from the notes section (B) specifying the release criterion for pretensioned strands: strands shall be released after the concrete reaches a minimum strength of 5,200 psi (f'ci).

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueUnitApplies to
f'ci5,200PSIPretensioned strands / concrete

Labels

B.

Notes

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

openai/gpt-5-nano · 3463 tokens · 17.5s

crop · 1688 × 109

p10_r17 676 350 lbs

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r17_676_350_lbs
Original
p10_r17 676 350 lbs
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Total jacking force of pretensioning (top strands)",
      "value": "676,350",
      "unit": "LBS",
      "appliesTo": ""
    }
  ],
  "notes": [
    "C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 676,350 LBS."
  ],
  "labels": [
    "Sheet page 10."
  ],
  "description": "Crop shows a notes line from sheet page 10 about the total jacking force of pretensioning for the top strands, with the value 676,350 pounds."
}

p10_r17 676 350 lbs

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r17_676_350_lbs

Notes1 measurement · 1 note · 1 label

Crop shows a notes line from sheet page 10 about the total jacking force of pretensioning for the top strands, with the value 676,350 pounds.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueUnit
Total jacking force of pretensioning (top strands)676,350LBS

Labels

Sheet page 10.

Notes

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

openai/gpt-5-nano · 2973 tokens · 20.6s

crop · 1680 × 107

p10_r18 losses is 536 584 lbs

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r18_losses_is_536_584_lbs
Original
p10_r18 losses is 536 584 lbs
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 536,584 LBS."
  ],
  "labels": [],
  "description": "A cropped image showing a single note on Sheet page 10 that states the net prestressing force of the strands after losses, including the top strands, is 536,584 pounds."
}

p10_r18 losses is 536 584 lbs

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r18_losses_is_536_584_lbs

Notes1 note

A cropped image showing a single note on Sheet page 10 that states the net prestressing force of the strands after losses, including the top strands, is 536,584 pounds.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Notes

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

openai/gpt-5-nano · 2231 tokens · 16.8s

item · 4588 × 1370

Other P10 R01

page 10 · other_p10_r01
Original
Other P10 R01
{
  "view": "Elevation",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "rectangular",
      "material": "prestressed concrete",
      "count": 1,
      "note": "main beam shown in elevation with internal tendons"
    },
    {
      "name": "Draped strands",
      "tag": "",
      "shape": "line",
      "material": "steel (prestressing strands)",
      "count": 6,
      "note": "6 - draped strands"
    },
    {
      "name": "Ø 2\" diameter hole for diaphragm bar",
      "tag": "",
      "shape": "circular",
      "material": "hole",
      "count": 2,
      "note": ""
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "bearing (support)",
      "count": 2,
      "note": "bearings at ends of beam"
    },
    {
      "name": "Low friction hold down",
      "tag": "",
      "shape": "line",
      "material": "hold down device",
      "count": 1,
      "note": "low friction type hold down"
    }
  ],
  "measurements": [
    {
      "label": "SPAN LENGTH",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": "PSC beam"
    },
    {
      "label": "BEAM LENGTH",
      "value": "53'-7 5/8\"",
      "unit": "ft",
      "appliesTo": "PSC beam"
    },
    {
      "label": "MIDPOINT TO LEFT",
      "value": "26'-9 3/16\"",
      "unit": "ft",
      "appliesTo": "PSC beam"
    },
    {
      "label": "9 3/16\"",
      "value": "9 3/16\"",
      "unit": "in",
      "appliesTo": "PSC beam (general spacing cue)"
    },
    {
      "label": "HOLE Ø",
      "value": "2",
      "unit": "in",
      "appliesTo": "Ø 2\" diameter hole for diaphragm bar"
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "6 - DRAPED STRANDS",
    "Ø 2\" DIAMETER HOLE FOR DIAPHRAGM BAR",
    "ALL DIMENSIONS ARE ALONG C BEAM"
  ],
  "labels": [
    "SPAN LENGTH = 55'-0\"",
    "BEAM LENGTH = 53'-7 5/8\"",
    "ELEVATION",
    "NOTES"
  ],
  "description": "Elevation view of a long prestressed concrete beam with draped strands, bearing locations, and hole details for diaphragms. Includes span and beam length, hole diameters, and hold-down elements."
}

Other P10 R01

done

other_p10_r01

Elevation5 objects · 5 measurements · 5 notes · 4 labels

Elevation view of a long prestressed concrete beam with draped strands, bearing locations, and hole details for diaphragms. Includes span and beam length, hole diameters, and hold-down elements.

Objects · 5

ObjectNo.ShapeMaterialNote
PSC beam1rectangularprestressed concretemain beam shown in elevation with internal tendons
Draped strands6linesteel (prestressing strands)6 - draped strands
Ø 2" diameter hole for diaphragm bar2circularhole
Bearing2rectangularbearing (support)bearings at ends of beam
Low friction hold down1linehold down devicelow friction type hold down

Measurements · 5

MeasurementValueUnitApplies to
SPAN LENGTH55'-0"ftPSC beam
BEAM LENGTH53'-7 5/8"ftPSC beam
MIDPOINT TO LEFT26'-9 3/16"ftPSC beam
9 3/16"9 3/16"inPSC beam (general spacing cue)
HOLE Ø2inØ 2" diameter hole for diaphragm bar

Labels

SPAN LENGTH = 55'-0"BEAM LENGTH = 53'-7 5/8"ELEVATIONNOTES

Notes

  • MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED
  • OMIT HOLE AT BEAMS 6 AND 12
  • 6 - DRAPED STRANDS
  • Ø 2" DIAMETER HOLE FOR DIAPHRAGM BAR
  • ALL DIMENSIONS ARE ALONG C BEAM

openai/gpt-5-nano · 10513 tokens · 55.6s

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.