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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 115 crops · 15 read
crop · 3682 × 2605

p01_r01 plan

page 1 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r01_plan
Original
p01_r01 plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "Bent 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "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": "Bent",
      "tag": "Bent 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Front Face of Wall",
      "tag": "Front Face of Wall 1",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Front Face of Wall",
      "tag": "Front Face of Wall 2",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Chain Link Fence",
      "tag": "",
      "shape": "line",
      "material": "steel",
      "count": 1,
      "note": "FENCE, TYP."
    },
    {
      "name": "Gutter",
      "tag": "GUTTER",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Total Length of Bridge",
      "value": "192'-0\"",
      "unit": "ft",
      "appliesTo": "PLAN"
    },
    {
      "label": "STA. 17+23.00",
      "value": "STA. 17+23.00",
      "unit": "station",
      "appliesTo": "PLAN"
    },
    {
      "label": "STA. 17+29.07",
      "value": "STA. 17+29.07",
      "unit": "station",
      "appliesTo": "PLAN"
    },
    {
      "label": "STA. 19+08.93",
      "value": "STA. 19+08.93",
      "unit": "station",
      "appliesTo": "PLAN"
    },
    {
      "label": "STA. 19+15.00",
      "value": "STA. 19+15.00",
      "unit": "station",
      "appliesTo": "PLAN"
    },
    {
      "label": "74'-7 5/16\"",
      "value": "74'-7 5/16\"",
      "unit": "ft",
      "appliesTo": "PLAN"
    },
    {
      "label": "40'-0\"",
      "value": "40'-0\"",
      "unit": "ft",
      "appliesTo": "PLAN"
    },
    {
      "label": "34'-0\"",
      "value": "34'-0\"",
      "unit": "ft",
      "appliesTo": "PLAN"
    },
    {
      "label": "6'-0\"",
      "value": "6'-0\"",
      "unit": "ft",
      "appliesTo": "GUTTER"
    },
    {
      "label": "81°-20'-05.0\"",
      "value": "81°-20'-05.0\"",
      "unit": "deg",
      "appliesTo": "PLAN"
    }
  ],
  "notes": [],
  "labels": [
    "PLAN",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "BENT ELEVATION",
    "PROPOSED VER"
  ],
  "description": "Plan view of a proposed bridge showing four bents, front faces of walls, gutters, and chain-link fencing. Includes stationing, end-to-end length, and key dimension calls; indicates future track and adjacent wall faces. The sheet appears to be the plan for the bent elevations and bridge alignment."
}

p01_r01 plan

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r01_plan

Plan8 objects · 10 measurements · 5 labels

Plan view of a proposed bridge showing four bents, front faces of walls, gutters, and chain-link fencing. Includes stationing, end-to-end length, and key dimension calls; indicates future track and adjacent wall faces. The sheet appears to be the plan for the bent elevations and bridge alignment.

Objects · 8

MarkObjectNo.ShapeMaterialNote
Bent 1Bent1rectangularreinforced concrete
Bent 2Bent1rectangularreinforced concrete
Bent 3Bent1rectangularreinforced concrete
Bent 4Bent1rectangularreinforced concrete
Front Face of Wall 1Front Face of Wall1rectangularconcrete
Front Face of Wall 2Front Face of Wall1rectangularconcrete
Chain Link Fence1linesteelFENCE, TYP.
GUTTERGutter1rectangularconcrete

Measurements · 10

MeasurementValueUnitApplies to
Total Length of Bridge192'-0"ftPLAN
STA. 17+23.00STA. 17+23.00stationPLAN
STA. 17+29.07STA. 17+29.07stationPLAN
STA. 19+08.93STA. 19+08.93stationPLAN
STA. 19+15.00STA. 19+15.00stationPLAN
74'-7 5/16"74'-7 5/16"ftPLAN
40'-0"40'-0"ftPLAN
34'-0"34'-0"ftPLAN
6'-0"6'-0"ftGUTTER
81°-20'-05.0"81°-20'-05.0"degPLAN

Labels

PLANLEFT BRIDGERIGHT BRIDGEBENT ELEVATIONPROPOSED VER

openai/gpt-5-nano · 13682 tokens · 69.4s

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p01_r02 proposed vertical curve data

page 1 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r02_proposed_vertical_curve_data
Original
p01_r02 proposed vertical curve data
{
  "view": "Detail",
  "objects": [
    {
      "name": "Left tangent grade line",
      "tag": "",
      "shape": "line",
      "material": "n/a",
      "count": 1,
      "note": "slope +5.4180%"
    },
    {
      "name": "Right tangent grade line",
      "tag": "",
      "shape": "line",
      "material": "n/a",
      "count": 1,
      "note": "slope -4.7671%"
    },
    {
      "name": "PVI (Point of Vertical Intersection)",
      "tag": "",
      "shape": "point",
      "material": "n/a",
      "count": 1,
      "note": "STA. 18+00"
    },
    {
      "name": "Elevation at PVI",
      "tag": "",
      "shape": "text",
      "material": "n/a",
      "count": 1,
      "note": "EL: 197.80"
    },
    {
      "name": "Vertical curve length annotation",
      "tag": "",
      "shape": "text",
      "material": "n/a",
      "count": 1,
      "note": "560.0 FT. V.C."
    }
  ],
  "measurements": [
    {
      "label": "Left tangent slope",
      "value": "+5.4180",
      "unit": "%",
      "appliesTo": "Left tangent grade line"
    },
    {
      "label": "Right tangent slope",
      "value": "-4.7671",
      "unit": "%",
      "appliesTo": "Right tangent grade line"
    },
    {
      "label": "Vertical curve length",
      "value": "560.0",
      "unit": "FT.",
      "appliesTo": "VC length"
    },
    {
      "label": "Elevation",
      "value": "197.80",
      "unit": "",
      "appliesTo": "PVI elevation"
    }
  ],
  "notes": [
    "Sheet page 1."
  ],
  "labels": [
    "PROPOSED VERTICAL CURVE DATA",
    "SR 21 PGL - WESTBOUND"
  ],
  "description": "Detail view of the proposed vertical curve data for SR 21 PGL - Westbound, showing a PVI at STA 18+00 with elevation 197.80 and VC length 560.0 ft. The left and right tangent grades are +5.4180% and -4.7671% respectively."
}

p01_r02 proposed vertical curve data

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r02_proposed_vertical_curve_data

Detail5 objects · 4 measurements · 1 note · 2 labels

Detail view of the proposed vertical curve data for SR 21 PGL - Westbound, showing a PVI at STA 18+00 with elevation 197.80 and VC length 560.0 ft. The left and right tangent grades are +5.4180% and -4.7671% respectively.

Objects · 5

ObjectNo.ShapeMaterialNote
Left tangent grade line1linen/aslope +5.4180%
Right tangent grade line1linen/aslope -4.7671%
PVI (Point of Vertical Intersection)1pointn/aSTA. 18+00
Elevation at PVI1textn/aEL: 197.80
Vertical curve length annotation1textn/a560.0 FT. V.C.

Measurements · 4

MeasurementValueUnitApplies to
Left tangent slope+5.4180%Left tangent grade line
Right tangent slope-4.7671%Right tangent grade line
Vertical curve length560.0FT.VC length
Elevation197.80PVI elevation

Labels

PROPOSED VERTICAL CURVE DATASR 21 PGL - WESTBOUND

Notes

  • Sheet page 1.

openai/gpt-5-nano · 5898 tokens · 27.6s

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p01_r03 endfill control diagram

page 1 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r03_endfill_control_diagram
Original
p01_r03 endfill control diagram
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Future track",
      "tag": "",
      "shape": "dashed line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "End fill",
      "tag": "",
      "shape": "polyline / fill area",
      "material": "earth fill",
      "count": 1,
      "note": "cross-section outline of end fill"
    },
    {
      "name": "Top of high rail",
      "tag": "",
      "shape": "line",
      "material": "rail/top rail",
      "count": 1,
      "note": "typical"
    },
    {
      "name": "End fill control point",
      "tag": "",
      "shape": "point",
      "material": "",
      "count": 1,
      "note": "typical control point"
    }
  ],
  "measurements": [
    {
      "label": "15'-0\"",
      "value": "15'-0\"",
      "unit": "ft",
      "appliesTo": "from left reference (future track) to first vertical line"
    },
    {
      "label": "4'-0\"",
      "value": "4'-0\"",
      "unit": "ft",
      "appliesTo": "distance to next vertical line"
    },
    {
      "label": "2'-0\"",
      "value": "2'-0\"",
      "unit": "ft",
      "appliesTo": "distance to next vertical line"
    },
    {
      "label": "4'-9\"",
      "value": "4'-9\"",
      "unit": "ft",
      "appliesTo": "dimension near top rail (typ.)"
    }
  ],
  "notes": [
    "ENDFILL CONTROL DIAGRAM",
    "NO SCALE",
    "* NORMAL TO RR"
  ],
  "labels": [
    "FUTURE TRACK",
    "TOP OF HIGH RAIL, TYP.",
    "ENDFILL CONTROL POINT, TYP."
  ],
  "description": "Cross-section diagram titled Endfill Control Diagram showing a future track alignment on the left, end-fill geometry with typical top-of-rail references, and labeled control point. Dimensions indicate spacing along the section, and the drawing is not to scale."
}

p01_r03 endfill control diagram

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r03_endfill_control_diagram

Cross Section4 objects · 4 measurements · 3 notes · 3 labels

Cross-section diagram titled Endfill Control Diagram showing a future track alignment on the left, end-fill geometry with typical top-of-rail references, and labeled control point. Dimensions indicate spacing along the section, and the drawing is not to scale.

Objects · 4

ObjectNo.ShapeMaterialNote
Future track1dashed line
End fill1polyline / fill areaearth fillcross-section outline of end fill
Top of high rail1linerail/top railtypical
End fill control point1pointtypical control point

Measurements · 4

MeasurementValueUnitApplies to
15'-0"15'-0"ftfrom left reference (future track) to first vertical line
4'-0"4'-0"ftdistance to next vertical line
2'-0"2'-0"ftdistance to next vertical line
4'-9"4'-9"ftdimension near top rail (typ.)

Labels

FUTURE TRACKTOP OF HIGH RAIL, TYP.ENDFILL CONTROL POINT, TYP.

Notes

  • ENDFILL CONTROL DIAGRAM
  • NO SCALE
  • * NORMAL TO RR

openai/gpt-5-nano · 8264 tokens · 81.9s

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p01_r04 proposed vertical curve data

page 1 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r04_proposed_vertical_curve_data
Original
p01_r04 proposed vertical curve data
{
  "view": "Profile",
  "objects": [
    {
      "name": "Left tangent",
      "tag": "",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": "+5.4443%"
    },
    {
      "name": "Right tangent",
      "tag": "",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": "-4.7671%"
    },
    {
      "name": "Vertical curve",
      "tag": "",
      "shape": "arc",
      "material": "",
      "count": 1,
      "note": "560.0 FT. V.C."
    },
    {
      "name": "PVI label",
      "tag": "PVI",
      "shape": "text",
      "material": "",
      "count": 1,
      "note": "STA. 18+10.00 EL. 197.80"
    }
  ],
  "measurements": [
    {
      "label": "560.0 FT. V.C.",
      "value": "560.0",
      "unit": "FT.",
      "appliesTo": "Vertical curve"
    },
    {
      "label": "+5.4443%",
      "value": "+5.4443%",
      "unit": "%",
      "appliesTo": "Left tangent"
    },
    {
      "label": "-4.7671%",
      "value": "-4.7671%",
      "unit": "%",
      "appliesTo": "Right tangent"
    },
    {
      "label": "STA",
      "value": "18+10.00",
      "unit": "STA",
      "appliesTo": "PVI"
    },
    {
      "label": "EL",
      "value": "197.80",
      "unit": "ft",
      "appliesTo": "PVI"
    }
  ],
  "notes": [
    "PVI STA. 18+10.00",
    "EL. 197.80"
  ],
  "labels": [
    "PROPOSED VERTICAL CURVE DATA",
    "SR 21 PGL - EASTBOUND",
    "Sheet page 1."
  ],
  "description": "Fragment of a profile sheet showing proposed vertical curve data for SR 21 PGL - Eastbound. It includes the PVI with station and elevation, tangent grades on both sides, and the vertical curve length (560 ft)."
}

p01_r04 proposed vertical curve data

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r04_proposed_vertical_curve_data

Profile4 objects · 5 measurements · 2 notes · 3 labels

Fragment of a profile sheet showing proposed vertical curve data for SR 21 PGL - Eastbound. It includes the PVI with station and elevation, tangent grades on both sides, and the vertical curve length (560 ft).

Objects · 4

MarkObjectNo.ShapeNote
Left tangent1line+5.4443%
Right tangent1line-4.7671%
Vertical curve1arc560.0 FT. V.C.
PVIPVI label1textSTA. 18+10.00 EL. 197.80

Measurements · 5

MeasurementValueUnitApplies to
560.0 FT. V.C.560.0FT.Vertical curve
+5.4443%+5.4443%%Left tangent
-4.7671%-4.7671%%Right tangent
STA18+10.00STAPVI
EL197.80ftPVI

Labels

PROPOSED VERTICAL CURVE DATASR 21 PGL - EASTBOUNDSheet page 1.

Notes

  • PVI STA. 18+10.00
  • EL. 197.80

openai/gpt-5-nano · 8087 tokens · 88.3s

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p01_r05 construction clearance diagram

page 1 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r05_construction_clearance_diagram
Original
p01_r05 construction clearance diagram
{
  "view": "Plan",
  "objects": [],
  "measurements": [
    {
      "label": "22'-0\"",
      "value": "22'-0\"",
      "unit": "ft",
      "appliesTo": "left vertical dimension"
    },
    {
      "label": "13'-0\"",
      "value": "13'-0\"",
      "unit": "ft",
      "appliesTo": "left horizontal dimension"
    },
    {
      "label": "13'-0\"",
      "value": "13'-0\"",
      "unit": "ft",
      "appliesTo": "right horizontal dimension"
    }
  ],
  "notes": [
    "NO SCALE"
  ],
  "labels": [
    "CONSTRUCTION CLEARANCE DIAGRAM",
    "TRACK",
    "TOP OF HIGH RAIL"
  ],
  "description": "Plan-type construction clearance diagram labeled CONSTRUCTION CLEARANCE DIAGRAM, showing a square envelope with vertical clearance 22'-0\" and two horizontal clearances of 13'-0\" to a centerline. The diagram references the TRACK and TOP OF HIGH RAIL; the sheet is No Scale."
}

p01_r05 construction clearance diagram

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r05_construction_clearance_diagram

Plan3 measurements · 1 note · 3 labels

Plan-type construction clearance diagram labeled CONSTRUCTION CLEARANCE DIAGRAM, showing a square envelope with vertical clearance 22'-0" and two horizontal clearances of 13'-0" to a centerline. The diagram references the TRACK and TOP OF HIGH RAIL; the sheet is No Scale.

Objects · 0

No objects read. Edit to add one.

Measurements · 3

MeasurementValueUnitApplies to
22'-0"22'-0"ftleft vertical dimension
13'-0"13'-0"ftleft horizontal dimension
13'-0"13'-0"ftright horizontal dimension

Labels

CONSTRUCTION CLEARANCE DIAGRAMTRACKTOP OF HIGH RAIL

Notes

  • NO SCALE

openai/gpt-5-nano · 5112 tokens · 29.9s

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p01_r06 table

page 1 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r06_table
Original
p01_r06 table
{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1 (LEFT)",
      "shape": "rectangular (table cell)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 2 (LEFT)",
      "shape": "rectangular (table cell)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 3 (LEFT)",
      "shape": "rectangular (table cell)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 4 (LEFT)",
      "shape": "rectangular (table cell)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 1 (RIGHT)",
      "shape": "rectangular (table cell)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 2 (RIGHT)",
      "shape": "rectangular (table cell)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 3 (RIGHT)",
      "shape": "rectangular (table cell)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 4 (RIGHT)",
      "shape": "rectangular (table cell)",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "STATION",
      "value": "17+26.35",
      "unit": "station",
      "appliesTo": "BENT 1 (LEFT)"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.76",
      "unit": "ft",
      "appliesTo": "BENT 1 (LEFT)"
    },
    {
      "label": "STATION",
      "value": "17+81.35",
      "unit": "station",
      "appliesTo": "BENT 2 (LEFT)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.50",
      "unit": "ft",
      "appliesTo": "BENT 2 (LEFT)"
    },
    {
      "label": "STATION",
      "value": "18+63.35",
      "unit": "station",
      "appliesTo": "BENT 3 (LEFT)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.59",
      "unit": "ft",
      "appliesTo": "BENT 3 (LEFT)"
    },
    {
      "label": "STATION",
      "value": "19+18.35",
      "unit": "station",
      "appliesTo": "BENT 4 (LEFT)"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.96",
      "unit": "ft",
      "appliesTo": "BENT 4 (LEFT)"
    },
    {
      "label": "STATION",
      "value": "17+19.65",
      "unit": "station",
      "appliesTo": "BENT 1 (RIGHT)"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.60",
      "unit": "ft",
      "appliesTo": "BENT 1 (RIGHT)"
    },
    {
      "label": "STATION",
      "value": "17+74.65",
      "unit": "station",
      "appliesTo": "BENT 2 (RIGHT)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.42",
      "unit": "ft",
      "appliesTo": "BENT 2 (RIGHT)"
    },
    {
      "label": "STATION",
      "value": "18+56.65",
      "unit": "station",
      "appliesTo": "BENT 3 (RIGHT)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.61",
      "unit": "ft",
      "appliesTo": "BENT 3 (RIGHT)"
    },
    {
      "label": "STATION",
      "value": "19+11.65",
      "unit": "station",
      "appliesTo": "BENT 4 (RIGHT)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.05",
      "unit": "ft",
      "appliesTo": "BENT 4 (RIGHT)"
    }
  ],
  "notes": [],
  "labels": [
    "BENT ELEVATIONS",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "LOCATION",
    "BENT NO.",
    "STATION",
    "PGL ELEV."
  ],
  "description": "Crop shows a bent elevations table for two bridge locations (LEFT and RIGHT). It lists Bent 1 through Bent 4 for each bridge, with corresponding station values and PGL elevations (in feet)."
}

p01_r06 table

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r06_table

Table8 objects · 16 measurements · 7 labels

Crop shows a bent elevations table for two bridge locations (LEFT and RIGHT). It lists Bent 1 through Bent 4 for each bridge, with corresponding station values and PGL elevations (in feet).

Objects · 8

MarkObjectNo.Shape
BENT 1 (LEFT)Bent1rectangular (table cell)
BENT 2 (LEFT)Bent1rectangular (table cell)
BENT 3 (LEFT)Bent1rectangular (table cell)
BENT 4 (LEFT)Bent1rectangular (table cell)
BENT 1 (RIGHT)Bent1rectangular (table cell)
BENT 2 (RIGHT)Bent1rectangular (table cell)
BENT 3 (RIGHT)Bent1rectangular (table cell)
BENT 4 (RIGHT)Bent1rectangular (table cell)

Measurements · 16

MeasurementValueUnitApplies to
STATION17+26.35stationBENT 1 (LEFT)
PGL ELEV.189.76ftBENT 1 (LEFT)
STATION17+81.35stationBENT 2 (LEFT)
PGL ELEV.190.50ftBENT 2 (LEFT)
STATION18+63.35stationBENT 3 (LEFT)
PGL ELEV.190.59ftBENT 3 (LEFT)
STATION19+18.35stationBENT 4 (LEFT)
PGL ELEV.189.96ftBENT 4 (LEFT)
STATION17+19.65stationBENT 1 (RIGHT)
PGL ELEV.189.60ftBENT 1 (RIGHT)
STATION17+74.65stationBENT 2 (RIGHT)
PGL ELEV.190.42ftBENT 2 (RIGHT)
STATION18+56.65stationBENT 3 (RIGHT)
PGL ELEV.190.61ftBENT 3 (RIGHT)
STATION19+11.65stationBENT 4 (RIGHT)
PGL ELEV.190.05ftBENT 4 (RIGHT)

Labels

BENT ELEVATIONSLEFT BRIDGERIGHT BRIDGELOCATIONBENT NO.STATIONPGL ELEV.

openai/gpt-5-nano · 8301 tokens · 43.4s

crop · 2432 × 1246

p01_r07 plan

page 1 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r07_plan
Original
p01_r07 plan
{
  "view": "Section",
  "objects": [
    {
      "name": "Bent 1",
      "tag": "BENT 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent 2",
      "tag": "BENT 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent 3",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent 4",
      "tag": "BENT 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Front Face of Wall No. 1",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Front Face of Wall No. 2",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Chain Link Fence, Typ.",
      "tag": "",
      "shape": "mesh",
      "material": "chain link fence",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Total length of bridge",
      "value": "192'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Left span",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Central span",
      "value": "82'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Right span",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "151.00",
      "unit": "ft",
      "appliesTo": "EL. 151.00, Typ."
    }
  ],
  "notes": [
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE",
    "FUTURE TRACK",
    "EXISTING TRACK",
    "FUTURE ACCESS ROAD"
  ],
  "labels": [
    "PLAN",
    "TOTAL LENGTH OF BRIDGE = 192'-0\"",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "BENT 1",
    "BENT 2",
    "BENT 3",
    "BENT 4"
  ],
  "description": "Longitudinal cross-section of a bridge showing the overall length (192 ft), three deck spans (55 ft, 82 ft, 55 ft), four bents, front faces of walls, and a chain-link fence. It also marks future and existing groundlines and tracks and an approximate existing groundline reference."
}

p01_r07 plan

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r07_plan

Section7 objects · 5 measurements · 5 notes · 8 labels

Longitudinal cross-section of a bridge showing the overall length (192 ft), three deck spans (55 ft, 82 ft, 55 ft), four bents, front faces of walls, and a chain-link fence. It also marks future and existing groundlines and tracks and an approximate existing groundline reference.

Objects · 7

MarkObjectNo.ShapeMaterial
BENT 1Bent 11rectangularreinforced concrete
BENT 2Bent 21rectangularreinforced concrete
BENT 3Bent 31rectangularreinforced concrete
BENT 4Bent 41rectangularreinforced concrete
Front Face of Wall No. 11rectangularconcrete
Front Face of Wall No. 21rectangularconcrete
Chain Link Fence, Typ.1meshchain link fence

Measurements · 5

MeasurementValueUnitApplies to
Total length of bridge192'-0"ft
Left span55'-0"ft
Central span82'-0"ft
Right span55'-0"ft
Elevation151.00ftEL. 151.00, Typ.

Labels

PLANTOTAL LENGTH OF BRIDGE = 192'-0"FRONT FACE OF WALL NO. 1FRONT FACE OF WALL NO. 2BENT 1BENT 2BENT 3BENT 4

Notes

  • APPROXIMATE EXISTING GROUNDLINE
  • FUTURE GROUNDLINE
  • FUTURE TRACK
  • EXISTING TRACK
  • FUTURE ACCESS ROAD

openai/gpt-5-nano · 12120 tokens · 63.4s

crop · 1897 × 1430

p01_r08 title block

page 1 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r08_title_block
Original
p01_r08 title block
{
  "view": "Title Block",
  "objects": [
    {
      "name": "Seal",
      "tag": "",
      "shape": "circular",
      "material": "not specified",
      "count": 1,
      "note": "GEORGIA REGISTERED PROFESSIONAL ENGINEER SEAL"
    },
    {
      "name": "Consultant logo and firm name block",
      "tag": "LOGO",
      "shape": "rectangular",
      "material": "text/graphic block",
      "count": 1,
      "note": "SASTRY & ASSOCIATES, INC."
    },
    {
      "name": "Drawing No. block",
      "tag": "DRAWING NO.",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "DRAWING NO. 35-0001"
    },
    {
      "name": "Bridge Sheet block",
      "tag": "BRIDGE SHEET",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "BRIDGE SHEET 1 OF 21"
    },
    {
      "name": "Date label block",
      "tag": "",
      "shape": "vertical rectangle",
      "material": "text",
      "count": 1,
      "note": "DATE"
    },
    {
      "name": "Plan/Elevation title block",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "PLAN AND ELEVATION"
    },
    {
      "name": "Agency header",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "DEPARTMENT OF TRANSPORTATION"
    },
    {
      "name": "Jurisdiction line",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "GEORGIA / JENKINS COUNTY"
    },
    {
      "name": "Scale note",
      "tag": "SCALE",
      "shape": "text",
      "material": "text",
      "count": 1,
      "note": "SCALE: 1\" = 20' - 0\" (UNLESS OTHERWISE NOTED)"
    },
    {
      "name": "Drawn by block",
      "tag": "DRAWN BY",
      "shape": "text",
      "material": "text",
      "count": 1,
      "note": "PS"
    },
    {
      "name": "Checked by block",
      "tag": "CHECKED BY",
      "shape": "text",
      "material": "text",
      "count": 1,
      "note": "AS"
    },
    {
      "name": "Design group block",
      "tag": "DESIGN GROUP",
      "shape": "text",
      "material": "text",
      "count": 1,
      "note": "JBK"
    },
    {
      "name": "Reviewed by block",
      "tag": "REVIEWED BY",
      "shape": "text",
      "material": "text",
      "count": 1,
      "note": "DLC/SKG"
    },
    {
      "name": "Approved by block",
      "tag": "APPROVED",
      "shape": "text",
      "material": "text",
      "count": 1,
      "note": "DPD"
    }
  ],
  "measurements": [
    {
      "label": "DOT INVENTORY CROSSING NO.",
      "value": "620272Y",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "PROJECT P.I. NO.",
      "value": "0019181",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "BRIDGE NO.",
      "value": "ILT. AND RT.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "DRAWING NO.",
      "value": "35-0001",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "SCALE",
      "value": "1\" = 20'-0\" (UNLESS OTHERWISE NOTED)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "DATE",
      "value": "APRIL 2025",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "DRAWN",
      "value": "PS",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "CHECKED",
      "value": "AS",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "DESIGN GROUP",
      "value": "JBK",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "REVIEWED",
      "value": "DLC/SKG",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "APPROVED",
      "value": "DPD",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "DOT INVENTORY CROSSING NO. 620272Y",
    "PROJECT P.I. NO. 0019181",
    "BRIDGE NO. ILT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "DEPARTMENT OF TRANSPORTATION",
    "PLAN AND ELEVATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "APRIL 2025",
    "DRAWN BY PS",
    "CHECKED BY AS"
  ],
  "description": "This crop shows the title block area of a Georgia DOT plan sheet. It includes project and crossing identifiers, bridge information, and the consulting firm's logo block, along with the Department of Transportation header and plan/elevation designation. It also contains the scale note, drawing number, sheet count, and drafting approvals."
}

p01_r08 title block

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r08_title_block

Title Block14 objects · 11 measurements · 11 labels

This crop shows the title block area of a Georgia DOT plan sheet. It includes project and crossing identifiers, bridge information, and the consulting firm's logo block, along with the Department of Transportation header and plan/elevation designation. It also contains the scale note, drawing number, sheet count, and drafting approvals.

Objects · 14

MarkObjectNo.ShapeMaterialNote
Seal1circularnot specifiedGEORGIA REGISTERED PROFESSIONAL ENGINEER SEAL
LOGOConsultant logo and firm name block1rectangulartext/graphic blockSASTRY & ASSOCIATES, INC.
DRAWING NO.Drawing No. block1rectangulartextDRAWING NO. 35-0001
BRIDGE SHEETBridge Sheet block1rectangulartextBRIDGE SHEET 1 OF 21
Date label block1vertical rectangletextDATE
Plan/Elevation title block1rectangulartextPLAN AND ELEVATION
Agency header1rectangulartextDEPARTMENT OF TRANSPORTATION
Jurisdiction line1rectangulartextGEORGIA / JENKINS COUNTY
SCALEScale note1texttextSCALE: 1" = 20' - 0" (UNLESS OTHERWISE NOTED)
DRAWN BYDrawn by block1texttextPS
CHECKED BYChecked by block1texttextAS
DESIGN GROUPDesign group block1texttextJBK
REVIEWED BYReviewed by block1texttextDLC/SKG
APPROVEDApproved by block1texttextDPD

Measurements · 11

MeasurementValue
DOT INVENTORY CROSSING NO.620272Y
PROJECT P.I. NO.0019181
BRIDGE NO.ILT. AND RT.
DRAWING NO.35-0001
SCALE1" = 20'-0" (UNLESS OTHERWISE NOTED)
DATEAPRIL 2025
DRAWNPS
CHECKEDAS
DESIGN GROUPJBK
REVIEWEDDLC/SKG
APPROVEDDPD

Labels

DOT INVENTORY CROSSING NO. 620272YPROJECT P.I. NO. 0019181BRIDGE NO. ILT. AND RT.S&A SASTRY & ASSOCIATES, INC.DEPARTMENT OF TRANSPORTATIONPLAN AND ELEVATIONSR 21 @ NS #620272YJENKINS COUNTYAPRIL 2025DRAWN BY PSCHECKED BY AS

openai/gpt-5-nano · 13442 tokens · 70.7s

crop · 1162 × 290

p01_r09 notes

page 1 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r09_notes
Original
p01_r09 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "** 3. STATIONS ARE ALONG C SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR C BENT. ELEVATIONS ARE ALONG EASTBOUND AND WESTBOUND PROFILE GRADE LINES AT THE INTERSECTION OF PROFILE GRADE LINES AND B.F.P.R. OR CENTERLINE BENTS.",
    "*** 4. MEASURED ALONG C SR 21."
  ],
  "labels": [],
  "description": "This crop shows the Notes section on Sheet page 1, containing items 3 and 4. It provides stationing and elevation guidance along SR 21 at specified intersections and centerline bents, and notes measurements along SR 21."
}

p01_r09 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r09_notesNotes

Notes2 notes

This crop shows the Notes section on Sheet page 1, containing items 3 and 4. It provides stationing and elevation guidance along SR 21 at specified intersections and centerline bents, and notes measurements along SR 21.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Notes

  • ** 3. STATIONS ARE ALONG C SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR C BENT. ELEVATIONS ARE ALONG EASTBOUND AND WESTBOUND PROFILE GRADE LINES AT THE INTERSECTION OF PROFILE GRADE LINES AND B.F.P.R. OR CENTERLINE BENTS.
  • *** 4. MEASURED ALONG C SR 21.

openai/gpt-5-nano · 3257 tokens · 22.2s

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p01_r10 notes

page 1 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r10_notes
Original
p01_r10 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Left Bridge - Minimum Required Vertical Clearance",
      "value": "23'-6\"",
      "unit": "ft-in",
      "appliesTo": "Left Bridge - Minimum Required Vertical Clearance"
    },
    {
      "label": "Left Bridge - Existing Track Vertical Clearance Calculated",
      "value": "24'-1\"",
      "unit": "ft-in",
      "appliesTo": "Left Bridge - Existing Track Vertical Clearance Calculated"
    },
    {
      "label": "Left Bridge - Future Track Vertical Clearance Calculated",
      "value": "24'-1\"",
      "unit": "ft-in",
      "appliesTo": "Left Bridge - Future Track Vertical Clearance Calculated"
    },
    {
      "label": "Right Bridge - Minimum Required Vertical Clearance",
      "value": "23'-6\"",
      "unit": "ft-in",
      "appliesTo": "Right Bridge - Minimum Required Vertical Clearance"
    },
    {
      "label": "Right Bridge - Existing Track Vertical Clearance Calculated",
      "value": "24'-6\"",
      "unit": "ft-in",
      "appliesTo": "Right Bridge - Existing Track Vertical Clearance Calculated"
    },
    {
      "label": "Right Bridge - Future Track Vertical Clearance Calculated",
      "value": "24'-7\"",
      "unit": "ft-in",
      "appliesTo": "Right Bridge - Future Track Vertical Clearance Calculated"
    }
  ],
  "notes": [
    "5. LEFT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARANCE = 23'-6\" EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24'-1\" FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24'-1\" RIGHT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARANCE = 23'-6\" EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24'-6\" FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24'-7\"."
  ],
  "labels": [],
  "description": "This crop shows a Notes page with vertical clearance requirements and calculated clearances for the left and right bridges."
}

p01_r10 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r10_notesNotes

Notes6 measurements · 1 note

This crop shows a Notes page with vertical clearance requirements and calculated clearances for the left and right bridges.

Objects · 0

No objects read. Edit to add one.

Measurements · 6

MeasurementValueUnitApplies to
Left Bridge - Minimum Required Vertical Clearance23'-6"ft-inLeft Bridge - Minimum Required Vertical Clearance
Left Bridge - Existing Track Vertical Clearance Calculated24'-1"ft-inLeft Bridge - Existing Track Vertical Clearance Calculated
Left Bridge - Future Track Vertical Clearance Calculated24'-1"ft-inLeft Bridge - Future Track Vertical Clearance Calculated
Right Bridge - Minimum Required Vertical Clearance23'-6"ft-inRight Bridge - Minimum Required Vertical Clearance
Right Bridge - Existing Track Vertical Clearance Calculated24'-6"ft-inRight Bridge - Existing Track Vertical Clearance Calculated
Right Bridge - Future Track Vertical Clearance Calculated24'-7"ft-inRight Bridge - Future Track Vertical Clearance Calculated

Notes

  • 5. LEFT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARANCE = 23'-6" EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24'-1" FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24'-1" RIGHT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARANCE = 23'-6" EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24'-6" FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24'-7".

openai/gpt-5-nano · 5093 tokens · 30.3s

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Other P01 R01

page 1 · other_p01_r01
Original
Other P01 R01
{
  "view": "Plan",
  "objects": [
    {
      "name": "Front Face of Wall 1",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Front Face of Wall 2",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "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": "Bent",
      "tag": "BENT 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Chain Link Fence",
      "tag": "",
      "shape": "line",
      "material": "chain link fence",
      "count": 1,
      "note": "TYP."
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192'-0\"",
      "unit": "ft",
      "appliesTo": "PLAN"
    }
  ],
  "notes": [
    "TO BE REMOVED",
    "TEMPORARY SHORING AS NECESSARY, TYP.",
    "CHAIN LINK WIRE FENCE, TYP."
  ],
  "labels": [
    "PLAN"
  ],
  "description": "Plan view of the proposed bridge showing four bents (BENT 1–4), front faces of walls, and a chain-link fence; includes total bridge length and plan-level features."
}

Other P01 R01

done

other_p01_r01

Plan7 objects · 1 measurement · 3 notes · 1 label

Plan view of the proposed bridge showing four bents (BENT 1–4), front faces of walls, and a chain-link fence; includes total bridge length and plan-level features.

Objects · 7

MarkObjectNo.ShapeMaterialNote
Front Face of Wall 11rectangularreinforced concrete
Front Face of Wall 21rectangularreinforced concrete
BENT 1Bent1rectangularreinforced concrete
BENT 2Bent1rectangularreinforced concrete
BENT 3Bent1rectangularreinforced concrete
BENT 4Bent1rectangularreinforced concrete
Chain Link Fence1linechain link fenceTYP.

Measurements · 1

MeasurementValueUnitApplies to
TOTAL LENGTH OF BRIDGE192'-0"ftPLAN

Labels

PLAN

Notes

  • TO BE REMOVED
  • TEMPORARY SHORING AS NECESSARY, TYP.
  • CHAIN LINK WIRE FENCE, TYP.

openai/gpt-5-nano · 10885 tokens · 52.9s

item · 1009 × 1408

Other P01 R02

page 1 · other_p01_r02
Original
Other P01 R02
{
  "view": "Detail",
  "objects": [
    {
      "name": "PVI",
      "tag": "",
      "shape": "point",
      "material": "N/A",
      "count": 2,
      "note": ""
    },
    {
      "name": "Vertical Curve Length",
      "tag": "",
      "shape": "line",
      "material": "N/A",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "PVI STA.",
      "value": "18+10.00",
      "unit": "STA.",
      "appliesTo": "WESTBOUND"
    },
    {
      "label": "Elevation Westbound",
      "value": "97.80",
      "unit": "ft",
      "appliesTo": "WESTBOUND"
    },
    {
      "label": "Left tangent grade",
      "value": "+5.4180",
      "unit": "%",
      "appliesTo": "WESTBOUND"
    },
    {
      "label": "Right tangent grade",
      "value": "-4.7671",
      "unit": "%",
      "appliesTo": "WESTBOUND"
    },
    {
      "label": "VC length",
      "value": "560.0",
      "unit": "FT.",
      "appliesTo": "WESTBOUND"
    },
    {
      "label": "PVI STA.",
      "value": "18+10.00",
      "unit": "STA.",
      "appliesTo": "EASTBOUND"
    },
    {
      "label": "Elevation Eastbound",
      "value": "97.80",
      "unit": "ft",
      "appliesTo": "EASTBOUND"
    },
    {
      "label": "Left tangent grade",
      "value": "+5.4443",
      "unit": "%",
      "appliesTo": "EASTBOUND"
    },
    {
      "label": "Right tangent grade",
      "value": "-4.7671",
      "unit": "%",
      "appliesTo": "EASTBOUND"
    },
    {
      "label": "VC length",
      "value": "560.0",
      "unit": "FT.",
      "appliesTo": "EASTBOUND"
    }
  ],
  "notes": [],
  "labels": [
    "PROPOSED VERTICAL CURVE DATA",
    "SR 21 PGL - WESTBOUND",
    "SR 21 PGL - EASTBOUND"
  ],
  "description": "Two vertical-curve data blocks for SR 21 PGL, one for WESTBOUND and one for EASTBOUND. Each block shows PVI at STA 18+10.00, elevation EL 97.80, tangent grades, and VC length of 560.0 ft."
}

Other P01 R02

done

other_p01_r02

Detail2 objects · 10 measurements · 3 labels

Two vertical-curve data blocks for SR 21 PGL, one for WESTBOUND and one for EASTBOUND. Each block shows PVI at STA 18+10.00, elevation EL 97.80, tangent grades, and VC length of 560.0 ft.

Objects · 2

ObjectNo.ShapeMaterial
PVI2pointN/A
Vertical Curve Length2lineN/A

Measurements · 10

MeasurementValueUnitApplies to
PVI STA.18+10.00STA.WESTBOUND
Elevation Westbound97.80ftWESTBOUND
Left tangent grade+5.4180%WESTBOUND
Right tangent grade-4.7671%WESTBOUND
VC length560.0FT.WESTBOUND
PVI STA.18+10.00STA.EASTBOUND
Elevation Eastbound97.80ftEASTBOUND
Left tangent grade+5.4443%EASTBOUND
Right tangent grade-4.7671%EASTBOUND
VC length560.0FT.EASTBOUND

Labels

PROPOSED VERTICAL CURVE DATASR 21 PGL - WESTBOUNDSR 21 PGL - EASTBOUND

openai/gpt-5-nano · 8993 tokens · 56.9s

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Other P01 R03

page 1 · other_p01_r03
Original
Other P01 R03
{
  "view": "Detail",
  "objects": [
    {
      "name": "Future track",
      "tag": "",
      "shape": "line",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "Endfill control point",
      "tag": "",
      "shape": "point",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "Endfill / Embankment",
      "tag": "",
      "shape": "polygon",
      "material": "earth",
      "count": 1,
      "note": "embankment section"
    }
  ],
  "measurements": [
    {
      "label": "15'-0\"",
      "value": "15'-0\"",
      "unit": "ft",
      "appliesTo": "Future track"
    },
    {
      "label": "4'-0\"",
      "value": "4'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "2'-0\"",
      "value": "2'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "4'-9\"",
      "value": "4'-9\"",
      "unit": "ft",
      "appliesTo": ""
    }
  ],
  "notes": [
    "NO SCALE",
    "* NORMAL TO RR"
  ],
  "labels": [
    "ENDFILL CONTROL DIAGRAM",
    "NO SCALE",
    "FUTURE TRACK",
    "TOP OF HIGH RAIL, TYP.",
    "END FILL CONTROL POINT, TYP."
  ],
  "description": "Detail crop of an Endfill Control Diagram showing a cross-section with embankment and a future track alignment. It is labeled NO SCALE; callouts include TOP OF HIGH RAIL, TYP. and END FILL CONTROL POINT, TYP.; dimensions shown are 15'-0\", 4'-0\", 2'-0\" and 4'-9\"."
}

Other P01 R03

done

other_p01_r03

Detail3 objects · 4 measurements · 2 notes · 5 labels

Detail crop of an Endfill Control Diagram showing a cross-section with embankment and a future track alignment. It is labeled NO SCALE; callouts include TOP OF HIGH RAIL, TYP. and END FILL CONTROL POINT, TYP.; dimensions shown are 15'-0", 4'-0", 2'-0" and 4'-9".

Objects · 3

ObjectNo.ShapeMaterialNote
Future track1lineunknown
Endfill control point1pointunknown
Endfill / Embankment1polygonearthembankment section

Measurements · 4

MeasurementValueUnitApplies to
15'-0"15'-0"ftFuture track
4'-0"4'-0"ft
2'-0"2'-0"ft
4'-9"4'-9"ft

Labels

ENDFILL CONTROL DIAGRAMNO SCALEFUTURE TRACKTOP OF HIGH RAIL, TYP.END FILL CONTROL POINT, TYP.

Notes

  • NO SCALE
  • * NORMAL TO RR

openai/gpt-5-nano · 7762 tokens · 44.3s

item · 1022 × 592

Other P01 R05

page 1 · other_p01_r05
Original
Other P01 R05
{
  "view": "Detail",
  "objects": [
    {
      "name": "Track",
      "tag": "",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Centerline",
      "tag": "",
      "shape": "dashed line",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Overall height",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "Left edge"
    },
    {
      "label": "Left to center dashed line",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "From left edge to dashed centerline"
    },
    {
      "label": "Center dashed line to right edge",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "From center dashed line to right edge"
    }
  ],
  "notes": [
    "NO SCALE"
  ],
  "labels": [
    "CONSTRUCTION CLEARANCE DIAGRAM",
    "TRACK",
    "TOP OF HIGH RAIL"
  ],
  "description": "This crop shows a construction clearance diagram with a 22'-0\" tall outer rectangle. It includes two 13'-0\" spans from the left edge to a central dashed line and from the center line to the right edge, and a label indicating TRACK on the right. A callout marks the TOP OF HIGH RAIL, and the sheet is marked NO SCALE."
}

Other P01 R05

done

other_p01_r05

Detail2 objects · 3 measurements · 1 note · 3 labels

This crop shows a construction clearance diagram with a 22'-0" tall outer rectangle. It includes two 13'-0" spans from the left edge to a central dashed line and from the center line to the right edge, and a label indicating TRACK on the right. A callout marks the TOP OF HIGH RAIL, and the sheet is marked NO SCALE.

Objects · 2

ObjectNo.Shape
Track1line
Centerline1dashed line

Measurements · 3

MeasurementValueApplies to
Overall height22'-0"Left edge
Left to center dashed line13'-0"From left edge to dashed centerline
Center dashed line to right edge13'-0"From center dashed line to right edge

Labels

CONSTRUCTION CLEARANCE DIAGRAMTRACKTOP OF HIGH RAIL

Notes

  • NO SCALE

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Other P01 R07

page 1 · other_p01_r07
Original
Other P01 R07
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent 1",
      "tag": "Bent 1",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent 2",
      "tag": "Bent 2",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent 3",
      "tag": "Bent 3",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent 4",
      "tag": "Bent 4",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Front Face of Wall No.1",
      "tag": "",
      "shape": "rectangular wall face",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Front Face of Wall No.2",
      "tag": "",
      "shape": "rectangular wall face",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Expansion Joint",
      "tag": "EXP.",
      "shape": "joint",
      "material": "",
      "count": 3,
      "note": ""
    },
    {
      "name": "Fixed Bearing",
      "tag": "FIX",
      "shape": "bearing",
      "material": "",
      "count": 3,
      "note": ""
    },
    {
      "name": "Chain Link Fence, Typ.",
      "tag": "",
      "shape": "fence",
      "material": "chain link",
      "count": 1,
      "note": "typical"
    }
  ],
  "measurements": [
    {
      "label": "Total Length of Bridge",
      "value": "192'-0\"",
      "unit": "ft",
      "appliesTo": "Bridge length"
    },
    {
      "label": "Segment 1 length",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": "Bridge length"
    },
    {
      "label": "Segment 2 length",
      "value": "82'-0\"",
      "unit": "ft",
      "appliesTo": "Bridge length"
    },
    {
      "label": "Segment 3 length",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": "Bridge length"
    },
    {
      "label": "EL",
      "value": "151.00",
      "unit": "ft",
      "appliesTo": "Future ground line"
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP."
  ],
  "labels": [
    "PLAN",
    "FUTURE ACCESS ROAD",
    "EXISTING TRACK",
    "FUTURE TRACK",
    "FUTURE GROUNDLINE",
    "APPROXIMATE EXISTING GROUNDLINE"
  ],
  "description": "Plan view fragment of a bridge showing four bents, front faces of two walls, expansion joints, fixed bearings, a chain-link fence, and plan-notes for future tracks and ground lines with key length dimensions."
}

Other P01 R07

done

other_p01_r07

Plan9 objects · 5 measurements · 1 note · 6 labels

Plan view fragment of a bridge showing four bents, front faces of two walls, expansion joints, fixed bearings, a chain-link fence, and plan-notes for future tracks and ground lines with key length dimensions.

Objects · 9

MarkObjectNo.ShapeMaterialNote
Bent 1Bent 11rectangular columnreinforced concrete
Bent 2Bent 21rectangular columnreinforced concrete
Bent 3Bent 31rectangular columnreinforced concrete
Bent 4Bent 41rectangular columnreinforced concrete
Front Face of Wall No.11rectangular wall faceconcrete
Front Face of Wall No.21rectangular wall faceconcrete
EXP.Expansion Joint3joint
FIXFixed Bearing3bearing
Chain Link Fence, Typ.1fencechain linktypical

Measurements · 5

MeasurementValueUnitApplies to
Total Length of Bridge192'-0"ftBridge length
Segment 1 length55'-0"ftBridge length
Segment 2 length82'-0"ftBridge length
Segment 3 length55'-0"ftBridge length
EL151.00ftFuture ground line

Labels

PLANFUTURE ACCESS ROADEXISTING TRACKFUTURE TRACKFUTURE GROUNDLINEAPPROXIMATE EXISTING GROUNDLINE

Notes

  • CHAIN LINK WIRE FENCE, TYP.

openai/gpt-5-nano · 10649 tokens · 100.8s

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crop · 4062 × 3422

p02_r01 title block

page 2 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r01_title_block
Original
p02_r01 title block
{
  "view": "Notes",
  "objects": [
    {
      "name": "STEEL H-PILES",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709"
    },
    {
      "name": "SMOOTH DOWEL BARS",
      "tag": "",
      "shape": "circular",
      "material": "steel",
      "count": null,
      "note": "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3\" DIAMETER X 12\" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS"
    },
    {
      "name": "ABUTMENT SOIL REINFORCING DEVICE INSERTS",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED"
    },
    {
      "name": "GROOVED CONCRETE",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SPECIFICATIONS"
    },
    {
      "name": "STEEL DIAPHRAGMS",
      "tag": "",
      "shape": "diaphragm",
      "material": "steel",
      "count": null,
      "note": "STEEL DIAPHRAGMS"
    },
    {
      "name": "WELDING",
      "tag": "",
      "shape": "",
      "material": "welding",
      "count": null,
      "note": "ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS"
    },
    {
      "name": "SHOP DRAWINGS",
      "tag": "",
      "shape": "document",
      "material": "",
      "count": null,
      "note": "SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK, FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED"
    },
    {
      "name": "SPECIAL PROTECTIVE COATING",
      "tag": "",
      "shape": "coating",
      "material": "protective coating",
      "count": null,
      "note": "CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P"
    },
    {
      "name": "CHAIN LINK FENCE",
      "tag": "",
      "shape": "fence",
      "material": "chain link",
      "count": null,
      "note": "CHAIN LINK FENCE SHALL BE PAID FOR AS LF CH LK FENCE, ZC COAT, 6 FT, 9 GA"
    },
    {
      "name": "CERTIFICATION CARD",
      "tag": "",
      "shape": "certificate",
      "material": "",
      "count": null,
      "note": "WELDERS CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING"
    }
  ],
  "measurements": [
    {
      "label": "207-0203",
      "value": "35",
      "unit": "CY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "207-0203",
      "value": "35",
      "unit": "CY",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "211-0200",
      "value": "295",
      "unit": "CY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "211-0200",
      "value": "295",
      "unit": "CY",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "500-0100",
      "value": "811",
      "unit": "SY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "500-0100",
      "value": "811",
      "unit": "SY",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "520-1125",
      "value": "2720",
      "unit": "LB",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "520-1125",
      "value": "2540",
      "unit": "LB",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "500-3002",
      "value": "221",
      "unit": "CY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "500-3002",
      "value": "221",
      "unit": "CY",
      "appliesTo": "RIGHT BRIDGE"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE AT A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "SUMMARY OF QUANTITIES"
  ],
  "description": "Sheet page 2 shows continuation of general notes and design data with a right-hand summary of quantities. This crop captures textual notes on vibration monitoring, pile driving, dowel bars, and other embedded items, along with a portion of the quantity table."
}

p02_r01 title block

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r01_title_block

Notes10 objects · 10 measurements · 3 notes · 3 labels

Sheet page 2 shows continuation of general notes and design data with a right-hand summary of quantities. This crop captures textual notes on vibration monitoring, pile driving, dowel bars, and other embedded items, along with a portion of the quantity table.

Objects · 10

ObjectShapeMaterialNote
STEEL H-PILESH-sectionsteelSTEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709
SMOOTH DOWEL BARScircularsteelSMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3" DIAMETER X 12" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS
ABUTMENT SOIL REINFORCING DEVICE INSERTSINCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED
GROOVED CONCRETEconcreteGROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SPECIFICATIONS
STEEL DIAPHRAGMSdiaphragmsteelSTEEL DIAPHRAGMS
WELDINGweldingALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS
SHOP DRAWINGSdocumentSUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK, FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED
SPECIAL PROTECTIVE COATINGcoatingprotective coatingCLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P
CHAIN LINK FENCEfencechain linkCHAIN LINK FENCE SHALL BE PAID FOR AS LF CH LK FENCE, ZC COAT, 6 FT, 9 GA
CERTIFICATION CARDcertificateWELDERS CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING

Measurements · 10

MeasurementValueUnitApplies to
207-020335CYLEFT BRIDGE
207-020335CYRIGHT BRIDGE
211-0200295CYLEFT BRIDGE
211-0200295CYRIGHT BRIDGE
500-0100811SYLEFT BRIDGE
500-0100811SYRIGHT BRIDGE
520-11252720LBLEFT BRIDGE
520-11252540LBRIGHT BRIDGE
500-3002221CYLEFT BRIDGE
500-3002221CYRIGHT BRIDGE

Labels

GENERAL NOTES CONTINUEDDESIGN DATASUMMARY OF QUANTITIES

Notes

  • VIBRATION MONITORING - THE PROJECT BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.
  • PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.
  • PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE AT A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.

openai/gpt-5-nano · 16860 tokens · 88.9s

crop · 1823 × 770

p02_r02 typical fill detail at end of bridge ga

page 2 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r02_typical_fill_detail_at_end_of_bridge_ga
Original
p02_r02 typical fill detail at end of bridge ga
{
  "view": "Notes",
  "objects": [
    {
      "name": "AASHTO TYPE II PSC BEAM SPAN",
      "tag": "",
      "shape": "beam span",
      "material": "prestressed concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "AASHTO TYPE III PSC BEAM SPAN",
      "tag": "",
      "shape": "beam span",
      "material": "prestressed concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "STEEL H PILE END BENTS",
      "tag": "",
      "shape": "end bent",
      "material": "steel (H-pile)",
      "count": 2,
      "note": "with MSE wall abutments"
    },
    {
      "name": "CONCRETE INTERMEDIATE BENTS",
      "tag": "",
      "shape": "bent",
      "material": "concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "END POST AND GUARDRAIL ATTACHMENT DETAIL",
      "tag": "",
      "shape": "detail",
      "material": "",
      "count": 4,
      "note": "GA STD 3054 (9-30-02)"
    },
    {
      "name": "BAR BENDING DETAILS",
      "tag": "",
      "shape": "detail",
      "material": "",
      "count": 1,
      "note": "GA STD 3901 (8-69)"
    },
    {
      "name": "CHAIN LINK WIRE FENCE",
      "tag": "",
      "shape": "fence",
      "material": "chain link wire",
      "count": 1,
      "note": "GA STD 9031 IN (8-13-85)"
    },
    {
      "name": "TYPICAL FILL DETAIL AT END OF BRIDGE",
      "tag": "",
      "shape": "detail",
      "material": "",
      "count": 1,
      "note": "GA STD 9037 (9-99)"
    }
  ],
  "measurements": [
    {
      "label": "BEAM SPAN LENGTH TYPE II PSC",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": "AASHTO TYPE II PSC BEAM SPAN"
    },
    {
      "label": "BEAM SPAN LENGTH TYPE III PSC",
      "value": "82'-0\"",
      "unit": "ft",
      "appliesTo": "AASHTO TYPE III PSC BEAM SPAN"
    },
    {
      "label": "END POST DETAIL LENGTH (option 1)",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST DETAIL WIDTH (option 1)",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST DETAIL HEIGHT (option 1)",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST DETAIL LENGTH (option 2)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST DETAIL WIDTH (option 2)",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST DETAIL HEIGHT (option 2)",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    }
  ],
  "notes": [
    "GA STD. 3054 (9-30-02)",
    "GA STD. 3901 (8-69)",
    "GA STD. 9031 IN (8-13-85)",
    "GA STD. 9037 (9-99)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF"
  ],
  "description": "Crop is Sheet page 2 listing bridge components and standard details. It specifies two PSC beam spans (55' and 82'), two steel H-pile end bents with MSE wall abutments, two concrete intermediate bents, multiple end post/guardrail attachment references with GA standard details, and standard bar bending, fence, and fill details along with related dimensional notes."
}

p02_r02 typical fill detail at end of bridge ga

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r02_typical_fill_detail_at_end_of_bridge_ga

Notes8 objects · 8 measurements · 4 notes · 1 label

Crop is Sheet page 2 listing bridge components and standard details. It specifies two PSC beam spans (55' and 82'), two steel H-pile end bents with MSE wall abutments, two concrete intermediate bents, multiple end post/guardrail attachment references with GA standard details, and standard bar bending, fence, and fill details along with related dimensional notes.

Objects · 8

ObjectNo.ShapeMaterialNote
AASHTO TYPE II PSC BEAM SPAN2beam spanprestressed concrete
AASHTO TYPE III PSC BEAM SPAN1beam spanprestressed concrete
STEEL H PILE END BENTS2end bentsteel (H-pile)with MSE wall abutments
CONCRETE INTERMEDIATE BENTS2bentconcrete
END POST AND GUARDRAIL ATTACHMENT DETAIL4detailGA STD 3054 (9-30-02)
BAR BENDING DETAILS1detailGA STD 3901 (8-69)
CHAIN LINK WIRE FENCE1fencechain link wireGA STD 9031 IN (8-13-85)
TYPICAL FILL DETAIL AT END OF BRIDGE1detailGA STD 9037 (9-99)

Measurements · 8

MeasurementValueUnitApplies to
BEAM SPAN LENGTH TYPE II PSC55'-0"ftAASHTO TYPE II PSC BEAM SPAN
BEAM SPAN LENGTH TYPE III PSC82'-0"ftAASHTO TYPE III PSC BEAM SPAN
END POST DETAIL LENGTH (option 1)4'-3"ft-inEND POST AND GUARDRAIL ATTACHMENT DETAIL
END POST DETAIL WIDTH (option 1)1'-1"ft-inEND POST AND GUARDRAIL ATTACHMENT DETAIL
END POST DETAIL HEIGHT (option 1)3'-6"ft-inEND POST AND GUARDRAIL ATTACHMENT DETAIL
END POST DETAIL LENGTH (option 2)4'-6"ft-inEND POST AND GUARDRAIL ATTACHMENT DETAIL
END POST DETAIL WIDTH (option 2)1'-1"ft-inEND POST AND GUARDRAIL ATTACHMENT DETAIL
END POST DETAIL HEIGHT (option 2)3'-6"ft-inEND POST AND GUARDRAIL ATTACHMENT DETAIL

Labels

EACH BRIDGE CONSISTS OF

Notes

  • GA STD. 3054 (9-30-02)
  • GA STD. 3901 (8-69)
  • GA STD. 9031 IN (8-13-85)
  • GA STD. 9037 (9-99)

openai/gpt-5-nano · 9795 tokens · 52.3s

crop · 1789 × 403

p02_r03 table

page 2 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r03_table
Original
p02_r03 table
{
  "view": "Table",
  "objects": [],
  "measurements": [
    {
      "label": "ADT (2027)",
      "value": "2,750",
      "unit": "",
      "appliesTo": "ADT (2027)"
    },
    {
      "label": "ADT (2047)",
      "value": "3,300",
      "unit": "",
      "appliesTo": "ADT (2047)"
    },
    {
      "label": "DESIGN SPEED",
      "value": "55",
      "unit": "MPH",
      "appliesTo": "DESIGN SPEED"
    },
    {
      "label": "TRUCKS",
      "value": "32.5",
      "unit": "%",
      "appliesTo": "TRUCKS"
    }
  ],
  "notes": [],
  "labels": [
    "TRAFFIC DATA"
  ],
  "description": "Traffic data page with ADT values for 2027 and 2047, design speed of 55 MPH, and trucks percentage (32.5%)."
}

p02_r03 table

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r03_table

Table4 measurements · 1 label

Traffic data page with ADT values for 2027 and 2047, design speed of 55 MPH, and trucks percentage (32.5%).

Objects · 0

No objects read. Edit to add one.

Measurements · 4

MeasurementValueUnitApplies to
ADT (2027)2,750ADT (2027)
ADT (2047)3,300ADT (2047)
DESIGN SPEED55MPHDESIGN SPEED
TRUCKS32.5%TRUCKS

Labels

TRAFFIC DATA

openai/gpt-5-nano · 4494 tokens · 19.7s

crop · 1763 × 220

p02_r04 general notes

page 2 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r04_general_notes
Original
p02_r04 general notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "GENERAL NOTES",
    "SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS."
  ],
  "labels": [],
  "description": "Crop shows the General Notes section header and a specification note referencing Georgia Standard Specifications (2021 edition) and 2024 Supplemental Specifications modified by contract documents."
}

p02_r04 general notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r04_general_notes

Notes2 notes

Crop shows the General Notes section header and a specification note referencing Georgia Standard Specifications (2021 edition) and 2024 Supplemental Specifications modified by contract documents.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Notes

  • GENERAL NOTES
  • SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.

openai/gpt-5-nano · 3993 tokens · 24.2s

crop · 1764 × 218

p02_r05 notes

page 2 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r05_notes
Original
p02_r05 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "MINIMUM REINFORCEMENT CLEARANCE",
      "value": "2",
      "unit": "inch",
      "appliesTo": "reinforcement"
    },
    {
      "label": "EXPOSED CONCRETE EDGE CHAMFER",
      "value": "3/4",
      "unit": "inch",
      "appliesTo": "exposed concrete edges"
    }
  ],
  "notes": [
    "REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4\" UNLESS OTHERWISE NOTED."
  ],
  "labels": [],
  "description": "Sheet page 2 crop containing notes on reinforcing steel placement and chamfer requirements for exposed concrete edges."
}

p02_r05 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r05_notesNotes

Notes2 measurements · 2 notes

Sheet page 2 crop containing notes on reinforcing steel placement and chamfer requirements for exposed concrete edges.

Objects · 0

No objects read. Edit to add one.

Measurements · 2

MeasurementValueUnitApplies to
MINIMUM REINFORCEMENT CLEARANCE2inchreinforcement
EXPOSED CONCRETE EDGE CHAMFER3/4inchexposed concrete edges

Notes

  • REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.
  • CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" UNLESS OTHERWISE NOTED.

openai/gpt-5-nano · 4054 tokens · 20.9s

crop · 1764 × 218

p02_r06 notes

page 2 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r06_notes
Original
p02_r06 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "RAILROAD SIDE DITCHES - PRIOR TO THE BEGINNING OF CONSTRUCTION, CLEAN THE RAILROAD SIDE DITCHES IN THE CONSTRUCTION AREA IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE. MAINTAIN THE RAILROAD SIDE DITCHES FREE OF SILT AND DEBRIS UNTIL FINAL ACCEPTANCE. SEE ROADWAY PLANS FOR EROSION CONTROL AND PAYMENT."
  ],
  "labels": [],
  "description": "Crop shows a notes block with instructions regarding cleaning railroad side ditches prior to construction, ensuring drainage, keeping ditches free of silt and debris until final acceptance, and referring to roadway plans for erosion control and payment."
}

p02_r06 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r06_notesNotes

Notes1 note

Crop shows a notes block with instructions regarding cleaning railroad side ditches prior to construction, ensuring drainage, keeping ditches free of silt and debris until final acceptance, and referring to roadway plans for erosion control and payment.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Notes

  • RAILROAD SIDE DITCHES - PRIOR TO THE BEGINNING OF CONSTRUCTION, CLEAN THE RAILROAD SIDE DITCHES IN THE CONSTRUCTION AREA IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE. MAINTAIN THE RAILROAD SIDE DITCHES FREE OF SILT AND DEBRIS UNTIL FINAL ACCEPTANCE. SEE ROADWAY PLANS FOR EROSION CONTROL AND PAYMENT.

openai/gpt-5-nano · 2342 tokens · 13.2s

crop · 1755 × 140

p02_r07 clearance as defined in the construction

page 2 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r07_clearance_as_defined_in_the_construction
Original
p02_r07 clearance as defined in the construction
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "PROTECTIVE PLATFORMS - PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A MINIMUM VERTICAL CLEARANCE AS DEFINED IN THE CONSTRUCTION CLEARANCE DIAGRAM."
  ],
  "labels": [],
  "description": "Text note block prescribing protective platforms and vertical clearance per GA DOT specs and the construction clearance diagram."
}

p02_r07 clearance as defined in the construction

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r07_clearance_as_defined_in_the_construction

Notes1 note

Text note block prescribing protective platforms and vertical clearance per GA DOT specs and the construction clearance diagram.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Notes

  • PROTECTIVE PLATFORMS - PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A MINIMUM VERTICAL CLEARANCE AS DEFINED IN THE CONSTRUCTION CLEARANCE DIAGRAM.

openai/gpt-5-nano · 2337 tokens · 8.2s

crop · 1760 × 179

p02_r08 waiting period none required

page 2 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r08_waiting_period_none_required
Original
p02_r08 waiting period none required
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.",
    "WAITING PERIOD - NONE REQUIRED."
  ],
  "labels": [],
  "description": "A notes block on sheet page 2 stating that the cost of temporary shoring should be included in the overall bid and that no waiting period is required."
}

p02_r08 waiting period none required

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r08_waiting_period_none_required

Notes2 notes

A notes block on sheet page 2 stating that the cost of temporary shoring should be included in the overall bid and that no waiting period is required.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Notes

  • TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.
  • WAITING PERIOD - NONE REQUIRED.

openai/gpt-5-nano · 2306 tokens · 12.0s

crop · 1767 × 258

p02_r09 notes

page 2 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r09_notes
Original
p02_r09 notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "2'-0\"",
      "unit": "ft",
      "appliesTo": ""
    }
  ],
  "notes": [
    "FOUNDATION BACKFILL MATERIAL - PLACE 1'-0\" OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0\". USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS."
  ],
  "description": "Crop shows note text related to foundation backfill material and a plan driving objective heading; no structural elements are visible in this crop."
}

p02_r09 notes

done

gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r09_notesNotes

Notes2 measurements · 1 note · 1 label

Crop shows note text related to foundation backfill material and a plan driving objective heading; no structural elements are visible in this crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 2

ValueUnit
1'-0"ft
2'-0"ft

Labels

PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.

Notes

  • FOUNDATION BACKFILL MATERIAL - PLACE 1'-0" OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0". USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.

openai/gpt-5-nano · 4605 tokens · 25.8s

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.