Drawing to BOQpipeline control sheet
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Gdot Demo T

gdot_plan_1-050106c481ea4f86900e478c2e4a98a6 · 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 crops20 crops · all read · 92 objects · 191 measurementsconfigured openai/gpt-5.6-terra-pro · about 23¢ for 20 crops · default

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

All 20 crops read.

20crops20read92objects found191measurements274,115tokens in75,271tokens out

Validation — 18 of 20 crops match at least one agent · ~33 billed calls · Reinforcement 5 · Concrete 5 · Dimension LF 18

Page 120 crops · 20 read
item · 1103 × 699

Bent Stations And Elevations

page 1 · bent_stations_and_elevations_p01_r06
Original
Bent Stations And Elevations
{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "BENT 1",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bent",
      "tag": "BENT 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    }
  ],
  "measurements": [
    {
      "label": "STATION",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 1"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.76",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 1"
    },
    {
      "label": "STATION",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 2"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.50",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 2"
    },
    {
      "label": "STATION",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 3"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.59",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 3"
    },
    {
      "label": "STATION",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 4"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.96",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 4"
    },
    {
      "label": "STATION",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 1"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.60",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 1"
    },
    {
      "label": "STATION",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 2"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.42",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 2"
    },
    {
      "label": "STATION",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 3"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.61",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 3"
    },
    {
      "label": "STATION",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 4"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.05",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 4"
    }
  ],
  "notes": [],
  "labels": [
    "BENT ELEVATIONS **",
    "LOCATION",
    "BENT NO.",
    "STATION",
    "PGL ELEV.",
    "LEFT BRIDGE",
    "RIGHT BRIDGE"
  ],
  "description": "This crop is a bent elevations table for left and right bridges. It lists station and PGL elevation values for BENT 1 through BENT 4 on each bridge."
}

Bent Stations And Elevations

done

bent_stations_and_elevations_p01_r06Substructure

Table4 objects · 16 measurements · 7 labels

This crop is a bent elevations table for left and right bridges. It lists station and PGL elevation values for BENT 1 through BENT 4 on each bridge.

Objects · 4

MarkObjectNo.Note
BENT 1bent2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
BENT 2bent2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
BENT 3bent2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
BENT 4bent2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.

Measurements · 16

MeasurementValueApplies to
STATION17+26.35LEFT BRIDGE BENT 1
PGL ELEV.189.76LEFT BRIDGE BENT 1
STATION17+81.35LEFT BRIDGE BENT 2
PGL ELEV.190.50LEFT BRIDGE BENT 2
STATION18+63.35LEFT BRIDGE BENT 3
PGL ELEV.190.59LEFT BRIDGE BENT 3
STATION19+18.35LEFT BRIDGE BENT 4
PGL ELEV.189.96LEFT BRIDGE BENT 4
STATION17+19.65RIGHT BRIDGE BENT 1
PGL ELEV.189.60RIGHT BRIDGE BENT 1
STATION17+74.65RIGHT BRIDGE BENT 2
PGL ELEV.190.42RIGHT BRIDGE BENT 2
STATION18+56.65RIGHT BRIDGE BENT 3
PGL ELEV.190.61RIGHT BRIDGE BENT 3
STATION19+11.65RIGHT BRIDGE BENT 4
PGL ELEV.190.05RIGHT BRIDGE BENT 4

Labels

BENT ELEVATIONS **LOCATIONBENT NO.STATIONPGL ELEV.LEFT BRIDGERIGHT BRIDGE

openai/gpt-5.6-terra-pro · 13876 tokens · 18.2s

item · 3252 × 3623

Bridge No. 1 Lt. and Rt.

page 1 · bridge_1_right
Original
Bridge No. 1 Lt. and Rt.
{
  "view": "Unclear",
  "objects": [
    {
      "name": "bridge deck / superstructure outline",
      "tag": "",
      "shape": "long rectangular, skewed in plan",
      "material": "",
      "count": 2,
      "note": "Two parallel bridge plan outlines are shown, identified by PGL WESTBOUND and PGL EASTBOUND."
    },
    {
      "name": "end wall",
      "tag": "WALL 1",
      "shape": "linear wall face",
      "material": "",
      "count": 2,
      "note": "Front face is called out in both plan views and elevation as WALL NO. 1."
    },
    {
      "name": "end wall",
      "tag": "WALL 2",
      "shape": "linear wall face",
      "material": "",
      "count": 2,
      "note": "Front face is called out in both plan views and elevation as WALL NO. 2."
    },
    {
      "name": "bent",
      "tag": "BENT 1L / BENT 1R",
      "shape": "line support in plan; end support in elevation",
      "material": "",
      "count": 2,
      "note": "Shown as B.F.P.R. BENT 1L and B.F.P.R. BENT 1R in plan; B.F.P.R. BENT 1 is shown in elevation."
    },
    {
      "name": "bent",
      "tag": "BENT 2L / BENT 2R",
      "shape": "line support in plan; column and pile cap in elevation",
      "material": "",
      "count": 2,
      "note": "Bent 2 is shown with a column, pile cap, and piles in elevation."
    },
    {
      "name": "bent",
      "tag": "BENT 3L / BENT 3R",
      "shape": "line support in plan; column and pile cap in elevation",
      "material": "",
      "count": 2,
      "note": "Bent 3 is shown with a column, pile cap, and piles in elevation."
    },
    {
      "name": "bent",
      "tag": "BENT 4L / BENT 4R",
      "shape": "line support in plan; end support in elevation",
      "material": "",
      "count": 2,
      "note": "Shown as B.F.P.R. BENT 4L and B.F.P.R. BENT 4R in plan; B.F.P.R. BENT 4 is shown in elevation."
    },
    {
      "name": "bent column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One column is visible at each interior bent in the elevation."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown below the two interior bent columns in elevation."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical slender rectangular",
      "material": "",
      "count": 6,
      "note": "Three piles are visible below each of the two pile caps in elevation."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "mesh panel",
      "material": "wire",
      "count": 3,
      "note": "Called out as typical in elevation."
    },
    {
      "name": "bearing condition",
      "tag": "EXP.",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Expansion bearing labels shown in elevation."
    },
    {
      "name": "bearing condition",
      "tag": "FIX",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Fixed bearing labels shown in elevation."
    },
    {
      "name": "existing track",
      "tag": "",
      "shape": "rail alignment",
      "material": "",
      "count": 1,
      "note": "Centerline is labeled in plan and elevation."
    },
    {
      "name": "future track",
      "tag": "",
      "shape": "rail alignment",
      "material": "",
      "count": 1,
      "note": "Centerline is labeled in plan and elevation."
    },
    {
      "name": "future access road",
      "tag": "",
      "shape": "alignment",
      "material": "",
      "count": 1,
      "note": "Centerline is labeled in plan and elevation."
    },
    {
      "name": "existing groundline",
      "tag": "",
      "shape": "irregular line",
      "material": "",
      "count": 1,
      "note": "Approximate existing groundline is shown in elevation."
    },
    {
      "name": "future groundline",
      "tag": "",
      "shape": "irregular line",
      "material": "",
      "count": 1,
      "note": "Shown between the interior bents in elevation."
    }
  ],
  "measurements": [
    {
      "label": "minimum clearance",
      "value": "12'-1\"",
      "unit": "",
      "appliesTo": "Central of Georgia Railroad Company existing track"
    },
    {
      "label": "distance",
      "value": "74'-7 15/16\"",
      "unit": "",
      "appliesTo": "plan dimension"
    },
    {
      "label": "distance",
      "value": "2'-23'-16.7\"",
      "unit": "",
      "appliesTo": "dimension ahead to Perkins; text is printed as shown"
    },
    {
      "label": "distance",
      "value": "75'-10 15/16\"",
      "unit": "",
      "appliesTo": "future track plan dimension"
    },
    {
      "label": "point of minimum vertical clearance",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "plan callout"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "westbound bridge"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "westbound bridge"
    },
    {
      "label": "distance",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "westbound bridge plan"
    },
    {
      "label": "distance",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "westbound bridge plan"
    },
    {
      "label": "distance",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "westbound bridge plan"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 4L"
    },
    {
      "label": "station",
      "value": "18+16.85",
      "unit": "",
      "appliesTo": "SR 21"
    },
    {
      "label": "station",
      "value": "303+80.83",
      "unit": "",
      "appliesTo": "Central of Georgia Railroad Company"
    },
    {
      "label": "station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "begin bridge"
    },
    {
      "label": "station",
      "value": "17+29.07",
      "unit": "",
      "appliesTo": "plan station"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "plan, typical"
    },
    {
      "label": "distance",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "plan dimension"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "RRM P D-0080.54"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "SR 21 alignment"
    },
    {
      "label": "distance",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "plan dimension"
    },
    {
      "label": "station",
      "value": "19+08.93",
      "unit": "",
      "appliesTo": "SR 21"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "PT#3"
    },
    {
      "label": "station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "end bridge"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "plan, typical"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "eastbound bridge"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "eastbound bridge"
    },
    {
      "label": "distance",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "plan dimension"
    },
    {
      "label": "distance",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "eastbound bridge plan"
    },
    {
      "label": "distance",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "eastbound bridge plan"
    },
    {
      "label": "distance",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "eastbound bridge plan"
    },
    {
      "label": "distance",
      "value": "14'-1\"",
      "unit": "",
      "appliesTo": "minimum clearance callout"
    },
    {
      "label": "distance",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "minimum horizontal clearance callout"
    },
    {
      "label": "distance",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "minimum horizontal clearance callout"
    },
    {
      "label": "distance",
      "value": "25'-8\"",
      "unit": "",
      "appliesTo": "minimum horizontal clearance to calculated face of column"
    },
    {
      "label": "distance",
      "value": "36'-4\"",
      "unit": "",
      "appliesTo": "minimum horizontal clearance to calculated face of column"
    },
    {
      "label": "total length of bridge",
      "value": "192'-0\"",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "bridge span"
    },
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "bridge span"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "bridge span"
    },
    {
      "label": "elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "future groundline, typical"
    }
  ],
  "notes": [
    "TEMPORARY SHORING AS NECESSARY, TYP.",
    "TO BE REMOVED",
    "APPROXIMATE EXISTING GROUNDLINE",
    "NOTES:",
    "1. ALL BENTS AR… RAILWAY",
    "2. END BENT PILE…",
    "** 3. STATIONS ARE … AND B.F.P.R. O… ELEVATIONS A… PROFILE GRADE… PROFILE GRA…",
    "*** 4. MEASURED AL…",
    "⑤ 5. LEFT BRIDGE: MINIMUM REQU… EXISTING TRAC… FUTURE TRAC… RIGHT BRIDGE: MINIMUM REQU… EXISTING TRAC… FUTURE TRAC…",
    "**⑥ 6. MINIMUM REQU…"
  ],
  "labels": [
    "℄ FUTURE ACCESS ROAD",
    "℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "℄ FUTURE TRACK",
    "TO PERKINS",
    "TO US 25/SR 121",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "℄ SR 21",
    "RRM P D-0080.54",
    "PT#3",
    "TO GA HIGHWAY 23",
    "BEGIN BRIDGE",
    "END BRIDGE",
    "POINT OF MIN. VERT. CLEARANCE",
    "FUTURE POINT OF MIN. VERT. CLEARANCE",
    "MIN. HORIZ. CL. TO CALCULATED FACE OF COLUMN",
    "PLAN",
    "ELEVATION",
    "CHAIN LINK WIRE FENCE, TYP.",
    "PGL",
    "℄ EXISTING TRACK",
    "FUTURE GROUNDLINE",
    "N."
  ],
  "description": "The crop contains a plan at the top and an elevation at the bottom, rather than a single elevation view. The plan documents two parallel skewed bridge layouts over the Central of Georgia Railroad Company existing track and a future track, with bents identified for left and right bridge alignments. The elevation shows the bridge span arrangement, end walls, interior bent columns on pile caps and piles, bearing conditions, fencing, and groundlines."
}

Bridge No. 1 Lt. and Rt.

done

bridge_1_rightSubstructureElevation

Unclear18 objects · 40 measurements · 10 notes · 23 labels

The crop contains a plan at the top and an elevation at the bottom, rather than a single elevation view. The plan documents two parallel skewed bridge layouts over the Central of Georgia Railroad Company existing track and a future track, with bents identified for left and right bridge alignments. The elevation shows the bridge span arrangement, end walls, interior bent columns on pile caps and piles, bearing conditions, fencing, and groundlines.

Objects · 18

MarkObjectNo.ShapeMaterialNote
bridge deck / superstructure outline2long rectangular, skewed in planTwo parallel bridge plan outlines are shown, identified by PGL WESTBOUND and PGL EASTBOUND.
WALL 1end wall2linear wall faceFront face is called out in both plan views and elevation as WALL NO. 1.
WALL 2end wall2linear wall faceFront face is called out in both plan views and elevation as WALL NO. 2.
BENT 1L / BENT 1Rbent2line support in plan; end support in elevationShown as B.F.P.R. BENT 1L and B.F.P.R. BENT 1R in plan; B.F.P.R. BENT 1 is shown in elevation.
BENT 2L / BENT 2Rbent2line support in plan; column and pile cap in elevationBent 2 is shown with a column, pile cap, and piles in elevation.
BENT 3L / BENT 3Rbent2line support in plan; column and pile cap in elevationBent 3 is shown with a column, pile cap, and piles in elevation.
BENT 4L / BENT 4Rbent2line support in plan; end support in elevationShown as B.F.P.R. BENT 4L and B.F.P.R. BENT 4R in plan; B.F.P.R. BENT 4 is shown in elevation.
bent column2rectangularOne column is visible at each interior bent in the elevation.
pile cap2rectangularShown below the two interior bent columns in elevation.
pile6vertical slender rectangularThree piles are visible below each of the two pile caps in elevation.
chain link wire fence3mesh panelwireCalled out as typical in elevation.
EXP.bearing condition4Expansion bearing labels shown in elevation.
FIXbearing condition2Fixed bearing labels shown in elevation.
existing track1rail alignmentCenterline is labeled in plan and elevation.
future track1rail alignmentCenterline is labeled in plan and elevation.
future access road1alignmentCenterline is labeled in plan and elevation.
existing groundline1irregular lineApproximate existing groundline is shown in elevation.
future groundline1irregular lineShown between the interior bents in elevation.

Measurements · 40

MeasurementValueApplies to
minimum clearance12'-1"Central of Georgia Railroad Company existing track
distance74'-7 15/16"plan dimension
distance2'-23'-16.7"dimension ahead to Perkins; text is printed as shown
distance75'-10 15/16"future track plan dimension
point of minimum vertical clearance1'-9 1/2"plan callout
gutter to gutter40'-0"westbound bridge
out to out43'-7"westbound bridge
distance6'-0"westbound bridge plan
distance6'-0"westbound bridge plan
distance34'-0"westbound bridge plan
skew angle81°-20'-05.0"B.F.P.R. BENT 4L
station18+16.85SR 21
station303+80.83Central of Georgia Railroad Company
station17+23.00begin bridge
station17+29.07plan station
skew angle81°-20'-05.0"plan, typical
distance1'-9 1/2"plan dimension
skew angle81°-20'-05.0"RRM P D-0080.54
bearingN 83°-43'-21.7" ESR 21 alignment
distance22'-0"plan dimension
station19+08.93SR 21
skew angle81°-20'-05.0"PT#3
station19+15.00end bridge
skew angle81°-20'-05.0"plan, typical
gutter to gutter40'-0"eastbound bridge
out to out43'-7"eastbound bridge
distance1'-9 1/2"plan dimension
distance6'-0"eastbound bridge plan
distance6'-0"eastbound bridge plan
distance34'-0"eastbound bridge plan
distance14'-1"minimum clearance callout
distance5'-0"minimum horizontal clearance callout
distance15'-0"minimum horizontal clearance callout
distance25'-8"minimum horizontal clearance to calculated face of column
distance36'-4"minimum horizontal clearance to calculated face of column
total length of bridge192'-0"bridge
span length55'-0"bridge span
span length82'-0"bridge span
span length55'-0"bridge span
elevation151.00future groundline, typical

Labels

℄ FUTURE ACCESS ROAD℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK℄ FUTURE TRACKTO PERKINSTO US 25/SR 121PGL WESTBOUNDPGL EASTBOUND℄ SR 21RRM P D-0080.54PT#3TO GA HIGHWAY 23BEGIN BRIDGEEND BRIDGEPOINT OF MIN. VERT. CLEARANCEFUTURE POINT OF MIN. VERT. CLEARANCEMIN. HORIZ. CL. TO CALCULATED FACE OF COLUMNPLANELEVATIONCHAIN LINK WIRE FENCE, TYP.PGL℄ EXISTING TRACKFUTURE GROUNDLINEN.

Notes

  • TEMPORARY SHORING AS NECESSARY, TYP.
  • TO BE REMOVED
  • APPROXIMATE EXISTING GROUNDLINE
  • NOTES:
  • 1. ALL BENTS AR… RAILWAY
  • 2. END BENT PILE…
  • ** 3. STATIONS ARE … AND B.F.P.R. O… ELEVATIONS A… PROFILE GRADE… PROFILE GRA…
  • *** 4. MEASURED AL…
  • ⑤ 5. LEFT BRIDGE: MINIMUM REQU… EXISTING TRAC… FUTURE TRAC… RIGHT BRIDGE: MINIMUM REQU… EXISTING TRAC… FUTURE TRAC…
  • **⑥ 6. MINIMUM REQU…

openai/gpt-5.6-terra-pro · 33392 tokens · 40.9s

item · 2332 × 1384

Bridge Bents And Girders

page 1 · bridge_bents_and_girders_p01_r08
Original
Bridge Bents And Girders
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge deck slab",
      "tag": "",
      "shape": "longitudinal rectangular slab",
      "material": "",
      "count": 1,
      "note": "Continuous across the bridge elevation."
    },
    {
      "name": "longitudinal girder",
      "tag": "",
      "shape": "longitudinal rectangular member",
      "material": "",
      "count": null,
      "note": "Individual girder quantity is not shown in this elevation."
    },
    {
      "name": "interior pier bent",
      "tag": "BENT 2 **; BENT 3 **",
      "shape": "single rectangular column with cap",
      "material": "",
      "count": 2,
      "note": "Each visible bent is supported on a pile cap."
    },
    {
      "name": "end bent",
      "tag": "B.F.P.R. BENT 1 **; B.F.P.R. BENT 4 **",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown at the respective bridge ends."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown below each interior pier bent."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical slender member",
      "material": "",
      "count": 6,
      "note": "Three piles are visibly drawn below each interior pile cap."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 1; WALL NO. 2",
      "shape": "vertical",
      "material": "",
      "count": 2,
      "note": "Only the front faces are called out."
    },
    {
      "name": "bearing",
      "tag": "FIX",
      "shape": "rectangular support block",
      "material": "",
      "count": 2,
      "note": "Shown at Bent 2."
    },
    {
      "name": "bearing",
      "tag": "EXP.",
      "shape": "rectangular support block",
      "material": "",
      "count": 4,
      "note": "Shown at the end supports and at Bent 3."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular mesh panel",
      "material": "chain link wire",
      "count": 3,
      "note": "Typical."
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192'-0\" ***",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "left bridge span"
    },
    {
      "label": "",
      "value": "82'-0\" ***",
      "unit": "",
      "appliesTo": "middle bridge span"
    },
    {
      "label": "",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "right bridge span"
    },
    {
      "label": "EL.",
      "value": "151.00",
      "unit": "",
      "appliesTo": "typical elevation"
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "FUTURE GROUNDLINE",
    "APPROXIMATE EXISTING GROUNDLINE",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK"
  ],
  "labels": [
    "PGL",
    "ELEVATION"
  ],
  "description": "This crop is a longitudinal elevation of a three-span bridge, showing the deck and longitudinal girder profile over two interior pier bents and end bents. It documents span lengths, bearing designations, pile-supported interior foundations, wall-face callouts, fencing, and the indicated existing and future ground and track/access-road centerlines."
}

Bridge Bents And Girders

done

bridge_bents_and_girders_p01_r08SubstructureElevation

Elevation10 objects · 5 measurements · 8 notes · 2 labels

This crop is a longitudinal elevation of a three-span bridge, showing the deck and longitudinal girder profile over two interior pier bents and end bents. It documents span lengths, bearing designations, pile-supported interior foundations, wall-face callouts, fencing, and the indicated existing and future ground and track/access-road centerlines.

Objects · 10

MarkObjectNo.ShapeMaterialNote
bridge deck slab1longitudinal rectangular slabContinuous across the bridge elevation.
longitudinal girderlongitudinal rectangular memberIndividual girder quantity is not shown in this elevation.
BENT 2 **; BENT 3 **interior pier bent2single rectangular column with capEach visible bent is supported on a pile cap.
B.F.P.R. BENT 1 **; B.F.P.R. BENT 4 **end bent2Shown at the respective bridge ends.
pile cap2rectangularOne shown below each interior pier bent.
pile6vertical slender memberThree piles are visibly drawn below each interior pile cap.
WALL NO. 1; WALL NO. 2wall2verticalOnly the front faces are called out.
FIXbearing2rectangular support blockShown at Bent 2.
EXP.bearing4rectangular support blockShown at the end supports and at Bent 3.
chain link wire fence3rectangular mesh panelchain link wireTypical.

Measurements · 5

MeasurementValueApplies to
TOTAL LENGTH OF BRIDGE192'-0" ***bridge
55'-0" ***left bridge span
82'-0" ***middle bridge span
55'-0" ***right bridge span
EL.151.00typical elevation

Labels

PGLELEVATION

Notes

  • CHAIN LINK WIRE FENCE, TYP.
  • FRONT FACE OF WALL NO. 1
  • FRONT FACE OF WALL NO. 2
  • FUTURE GROUNDLINE
  • APPROXIMATE EXISTING GROUNDLINE
  • ℄ FUTURE ACCESS ROAD
  • ℄ EXISTING TRACK
  • ℄ FUTURE TRACK

openai/gpt-5.6-terra-pro · 28305 tokens · 62.2s

crop · 3228 × 2146

p01_r01 plan of bridge bents walls and rail crossing

page 1 · gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r01_plan_of_bridge_bents_walls_and_rail_crossing
Original
p01_r01 plan of bridge bents walls and rail crossing
{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck/superstructure outline",
      "tag": "",
      "shape": "long rectangular plan outline with skewed end lines",
      "material": "",
      "count": 2,
      "note": "Two parallel bridge roadway outlines are visible; no deck material is stated."
    },
    {
      "name": "wall",
      "tag": "WALL 1",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Shown by callouts to FRONT FACE OF WALL 1 at the left ends of the two bridge outlines."
    },
    {
      "name": "wall",
      "tag": "WALL 2",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Shown by callouts to FRONT FACE OF WALL 2 at the right ends of the two bridge outlines."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 1L, BENT 2L, BENT 3L, BENT 4L, BENT 1R, BENT 2R, BENT 3R, BENT 4R",
      "shape": "linear bent lines, skewed in plan",
      "material": "",
      "count": 8,
      "note": "BENT 2L, 3L, 2R, and 3R are identified by centerline callouts; the remaining bent locations are identified as B.F.P.R. bent locations."
    },
    {
      "name": "existing railroad track",
      "tag": "CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
      "shape": "linear track alignment",
      "material": "",
      "count": 1,
      "note": "Existing track shown crossing diagonally through the bridge area."
    },
    {
      "name": "future track",
      "tag": "FUTURE TRACK",
      "shape": "linear track alignment",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "future access road",
      "tag": "FUTURE ACCESS ROAD",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out at the end-bridge area; extent and type are not shown in this crop."
    }
  ],
  "measurements": [
    {
      "label": "minimum dimension",
      "value": "12'-1\" MIN.",
      "unit": "",
      "appliesTo": "Dimension near CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK"
    },
    {
      "label": "dimension",
      "value": "74'-7 5/16\"",
      "unit": "",
      "appliesTo": "Between the indicated existing-track/future-access-road alignment and the future-track alignment"
    },
    {
      "label": "bearing",
      "value": "N 2°-23'-16.7\" E",
      "unit": "",
      "appliesTo": "Alignment labeled TO PERKINS"
    },
    {
      "label": "dimension",
      "value": "75'-10 15/16\"",
      "unit": "",
      "appliesTo": "Between indicated future-track alignment limits"
    },
    {
      "label": "dimension",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "Upper bridge roadway/gutter area"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge point-of-minimum-vertical-clearance locations"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge point-of-minimum-vertical-clearance locations"
    },
    {
      "label": "width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge; GUTTER TO GUTTER"
    },
    {
      "label": "width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Upper bridge; GUTTER TO OUT"
    },
    {
      "label": "dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bridge end/bent geometry, TYP."
    },
    {
      "label": "station",
      "value": "STA. 18+16.85",
      "unit": "",
      "appliesTo": "℄ SR 21"
    },
    {
      "label": "station",
      "value": "STA. 303+80.83",
      "unit": "",
      "appliesTo": "℄ CENTRAL OF GEORGIA RAILROAD COMPANY"
    },
    {
      "label": "station",
      "value": "STA. 17+23.00",
      "unit": "",
      "appliesTo": "BEGIN BRIDGE"
    },
    {
      "label": "station",
      "value": "STA. 17+29.07",
      "unit": "",
      "appliesTo": "Indicated point near left bridge end"
    },
    {
      "label": "dimension",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "Upper bridge roadway/gutter area"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bridge geometry near RRMP D-0080.54"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "℄ SR 21"
    },
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "Vertical plan dimension between indicated alignments"
    },
    {
      "label": "station",
      "value": "STA. 19+08.93",
      "unit": "",
      "appliesTo": "℄ SR 21"
    },
    {
      "label": "station",
      "value": "STA. 19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bridge end/bent geometry, TYP."
    },
    {
      "label": "width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge; GUTTER TO GUTTER"
    },
    {
      "label": "width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Lower bridge; GUTTER TO OUT"
    },
    {
      "label": "dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge point-of-minimum-vertical-clearance locations"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge point-of-minimum-vertical-clearance locations"
    },
    {
      "label": "dimension",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "Lower bridge roadway/gutter area"
    },
    {
      "label": "dimension",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "Lower track/clearance dimension"
    },
    {
      "label": "dimension",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "Lower track/clearance dimension"
    },
    {
      "label": "minimum horizontal clearance",
      "value": "25'-8\"",
      "unit": "",
      "appliesTo": "CALCULATED TO FACE OF COLUMN"
    },
    {
      "label": "minimum horizontal clearance",
      "value": "36'-4\"",
      "unit": "",
      "appliesTo": "CALCULATED TO FACE OF COLUMN"
    },
    {
      "label": "minimum dimension",
      "value": "14'-1\" MIN.",
      "unit": "",
      "appliesTo": "Lower-right indicated clearance"
    }
  ],
  "notes": [
    "POINT OF MIN. VERT. CLEARANCE",
    "FUTURE POINT OF MIN. VERT. CLEARANCE",
    "TO BE REMOVED",
    "TEMPORARY SHORING AS NECESSARY, TYP.",
    "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN"
  ],
  "labels": [
    "℄ FUTURE ACCESS ROAD",
    "℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "℄ FUTURE TRACK",
    "TO PERKINS",
    "TO US 25/SR 121",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "℄ SR 21",
    "RRMP D-0080.54",
    "PT #3",
    "BEGIN BRIDGE",
    "END BRIDGE",
    "TO GA HIGHWAY 23",
    "RR R/W",
    "PLAN"
  ],
  "description": "This crop is a plan view of two parallel bridge roadway outlines crossing the Central of Georgia Railroad Company existing track and a future track. It documents bridge bent locations, front faces of Walls 1 and 2, roadway centerlines, stationing, skew geometry, and railroad clearance dimensions."
}

p01_r01 plan of bridge bents walls and rail crossing

done

gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r01_plan_of_bridge_bents_walls_and_rail_crossing

Plan8 objects · 33 measurements · 5 notes · 15 labels

This crop is a plan view of two parallel bridge roadway outlines crossing the Central of Georgia Railroad Company existing track and a future track. It documents bridge bent locations, front faces of Walls 1 and 2, roadway centerlines, stationing, skew geometry, and railroad clearance dimensions.

Objects · 8

MarkObjectNo.ShapeNote
bridge deck/superstructure outline2long rectangular plan outline with skewed end linesTwo parallel bridge roadway outlines are visible; no deck material is stated.
WALL 1wall2linearShown by callouts to FRONT FACE OF WALL 1 at the left ends of the two bridge outlines.
WALL 2wall2linearShown by callouts to FRONT FACE OF WALL 2 at the right ends of the two bridge outlines.
BENT 1L, BENT 2L, BENT 3L, BENT 4L, BENT 1R, BENT 2R, BENT 3R, BENT 4Rbridge bent8linear bent lines, skewed in planBENT 2L, 3L, 2R, and 3R are identified by centerline callouts; the remaining bent locations are identified as B.F.P.R. bent locations.
CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACKexisting railroad track1linear track alignmentExisting track shown crossing diagonally through the bridge area.
FUTURE TRACKfuture track1linear track alignment
FUTURE ACCESS ROADfuture access road1linear alignment
temporary shoringCalled out at the end-bridge area; extent and type are not shown in this crop.

Measurements · 33

MeasurementValueApplies to
minimum dimension12'-1" MIN.Dimension near CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK
dimension74'-7 5/16"Between the indicated existing-track/future-access-road alignment and the future-track alignment
bearingN 2°-23'-16.7" EAlignment labeled TO PERKINS
dimension75'-10 15/16"Between indicated future-track alignment limits
dimension1'-9 1/2"Upper bridge roadway/gutter area
spacing6'-0"Upper bridge point-of-minimum-vertical-clearance locations
spacing6'-0"Upper bridge point-of-minimum-vertical-clearance locations
width40'-0"Upper bridge; GUTTER TO GUTTER
width43'-7"Upper bridge; GUTTER TO OUT
dimension34'-0"Upper bridge
skew angle81°-20'-05.0"Bridge end/bent geometry, TYP.
stationSTA. 18+16.85℄ SR 21
stationSTA. 303+80.83℄ CENTRAL OF GEORGIA RAILROAD COMPANY
stationSTA. 17+23.00BEGIN BRIDGE
stationSTA. 17+29.07Indicated point near left bridge end
dimension1'-9 1/2"Upper bridge roadway/gutter area
skew angle81°-20'-05.0"Bridge geometry near RRMP D-0080.54
bearingN 83°-43'-21.7" E℄ SR 21
dimension22'-0"Vertical plan dimension between indicated alignments
stationSTA. 19+08.93℄ SR 21
stationSTA. 19+15.00END BRIDGE
skew angle81°-20'-05.0"Bridge end/bent geometry, TYP.
width40'-0"Lower bridge; GUTTER TO GUTTER
width43'-7"Lower bridge; GUTTER TO OUT
dimension34'-0"Lower bridge
spacing6'-0"Lower bridge point-of-minimum-vertical-clearance locations
spacing6'-0"Lower bridge point-of-minimum-vertical-clearance locations
dimension1'-9 1/2"Lower bridge roadway/gutter area
dimension15'-0"Lower track/clearance dimension
dimension15'-0"Lower track/clearance dimension
minimum horizontal clearance25'-8"CALCULATED TO FACE OF COLUMN
minimum horizontal clearance36'-4"CALCULATED TO FACE OF COLUMN
minimum dimension14'-1" MIN.Lower-right indicated clearance

Labels

℄ FUTURE ACCESS ROAD℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK℄ FUTURE TRACKTO PERKINSTO US 25/SR 121PGL WESTBOUNDPGL EASTBOUND℄ SR 21RRMP D-0080.54PT #3BEGIN BRIDGEEND BRIDGETO GA HIGHWAY 23RR R/WPLAN

Notes

  • POINT OF MIN. VERT. CLEARANCE
  • FUTURE POINT OF MIN. VERT. CLEARANCE
  • TO BE REMOVED
  • TEMPORARY SHORING AS NECESSARY, TYP.
  • MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN

openai/gpt-5.6-terra-pro · 31136 tokens · 49.1s

crop · 961 × 660

p01_r02 proposed vertical curve data

page 1 · gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r02_proposed_vertical_curve_data
Original
p01_r02 proposed vertical curve data
{
  "view": "Profile",
  "objects": [
    {
      "name": "proposed vertical curve",
      "tag": "",
      "shape": "profile line",
      "material": "",
      "count": 1,
      "note": "Vertical alignment diagram with two graded tangent lines meeting at a PVI."
    },
    {
      "name": "point of vertical intersection",
      "tag": "PVI",
      "shape": "point",
      "material": "",
      "count": 1,
      "note": "Located at the intersection of the two profile grades."
    }
  ],
  "measurements": [
    {
      "label": "PVI STA.",
      "value": "18+10.00",
      "unit": "",
      "appliesTo": "PVI"
    },
    {
      "label": "EL.",
      "value": "197.80",
      "unit": "",
      "appliesTo": "PVI"
    },
    {
      "label": "grade",
      "value": "+5.4180%",
      "unit": "",
      "appliesTo": "proposed vertical curve"
    },
    {
      "label": "grade",
      "value": "-4.7671%",
      "unit": "",
      "appliesTo": "proposed vertical curve"
    },
    {
      "label": "vertical curve length",
      "value": "560.0",
      "unit": "FT.",
      "appliesTo": "proposed vertical curve"
    }
  ],
  "notes": [],
  "labels": [
    "PROPOSED VERTICAL CURVE DATA",
    "SR 21 PGL - WESTBOUND"
  ],
  "description": "This crop shows proposed vertical curve data for the SR 21 PGL westbound vertical profile. It identifies the PVI station and elevation, the incoming and outgoing grades, and the 560.0 FT. vertical curve length."
}

p01_r02 proposed vertical curve data

done

gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r02_proposed_vertical_curve_data

Profile2 objects · 5 measurements · 2 labels

This crop shows proposed vertical curve data for the SR 21 PGL westbound vertical profile. It identifies the PVI station and elevation, the incoming and outgoing grades, and the 560.0 FT. vertical curve length.

Objects · 2

MarkObjectNo.ShapeNote
proposed vertical curve1profile lineVertical alignment diagram with two graded tangent lines meeting at a PVI.
PVIpoint of vertical intersection1pointLocated at the intersection of the two profile grades.

Measurements · 5

MeasurementValueUnitApplies to
PVI STA.18+10.00PVI
EL.197.80PVI
grade+5.4180%proposed vertical curve
grade-4.7671%proposed vertical curve
vertical curve length560.0FT.proposed vertical curve

Labels

PROPOSED VERTICAL CURVE DATASR 21 PGL - WESTBOUND

openai/gpt-5.6-terra-pro · 10122 tokens · 16.8s

crop · 1283 × 599

p01_r03 endfill control diagram

page 1 · gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r03_endfill_control_diagram
Original
p01_r03 endfill control diagram
{
  "view": "Detail",
  "objects": [
    {
      "name": "endfill",
      "tag": "",
      "shape": "sloping profile",
      "material": "",
      "count": 1,
      "note": "Shown with a 1/2 side slope."
    },
    {
      "name": "endfill control point",
      "tag": "",
      "shape": "point",
      "material": "",
      "count": 1,
      "note": "Called out as typical."
    },
    {
      "name": "high rail",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Top of high rail is called out as typical."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "From ℄ FUTURE TRACK to first vertical control line"
    },
    {
      "label": "horizontal dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "Between vertical control lines"
    },
    {
      "label": "horizontal dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Between vertical control lines"
    },
    {
      "label": "vertical dimension",
      "value": "4'-9\"",
      "unit": "",
      "appliesTo": "TOP OF HIGH RAIL, TYP."
    },
    {
      "label": "slope",
      "value": "1/2",
      "unit": "",
      "appliesTo": "endfill"
    }
  ],
  "notes": [
    "TOP OF HIGH RAIL, TYP.",
    "ENDFILL CONTROL POINT, TYP.",
    "* NORMAL TO RR ℄"
  ],
  "labels": [
    "℄ FUTURE TRACK",
    "ENDFILL CONTROL DIAGRAM",
    "NO SCALE"
  ],
  "description": "This crop shows an endfill control diagram, identified as no scale. It depicts the endfill profile and typical control point relative to the future track centerline and top of high rail."
}

p01_r03 endfill control diagram

done

gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r03_endfill_control_diagram

Detail3 objects · 5 measurements · 3 notes · 3 labels

This crop shows an endfill control diagram, identified as no scale. It depicts the endfill profile and typical control point relative to the future track centerline and top of high rail.

Objects · 3

ObjectNo.ShapeNote
endfill1sloping profileShown with a 1/2 side slope.
endfill control point1pointCalled out as typical.
high rail1linearTop of high rail is called out as typical.

Measurements · 5

MeasurementValueApplies to
horizontal dimension15'-0"From ℄ FUTURE TRACK to first vertical control line
horizontal dimension4'-0"Between vertical control lines
horizontal dimension2'-0"Between vertical control lines
vertical dimension4'-9"TOP OF HIGH RAIL, TYP.
slope1/2endfill

Labels

℄ FUTURE TRACKENDFILL CONTROL DIAGRAMNO SCALE

Notes

  • TOP OF HIGH RAIL, TYP.
  • ENDFILL CONTROL POINT, TYP.
  • * NORMAL TO RR ℄

openai/gpt-5.6-terra-pro · 13417 tokens · 20.7s

crop · 957 × 657

p01_r04 proposed vertical curve data

page 1 · gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r04_proposed_vertical_curve_data
Original
p01_r04 proposed vertical curve data
{
  "view": "Profile",
  "objects": [
    {
      "name": "proposed vertical curve",
      "tag": "",
      "shape": "crest vertical curve",
      "material": "",
      "count": 1,
      "note": "Profile diagram with tangent grades meeting at a PVI."
    }
  ],
  "measurements": [
    {
      "label": "PVI station",
      "value": "18+10.00",
      "unit": "",
      "appliesTo": "proposed vertical curve"
    },
    {
      "label": "PVI elevation",
      "value": "197.80",
      "unit": "",
      "appliesTo": "proposed vertical curve"
    },
    {
      "label": "incoming grade",
      "value": "+5.4443",
      "unit": "%",
      "appliesTo": "proposed vertical curve"
    },
    {
      "label": "outgoing grade",
      "value": "-4.7671",
      "unit": "%",
      "appliesTo": "proposed vertical curve"
    },
    {
      "label": "vertical curve length",
      "value": "560.0",
      "unit": "FT.",
      "appliesTo": "proposed vertical curve"
    }
  ],
  "notes": [],
  "labels": [
    "PROPOSED VERTICAL CURVE DATA",
    "SR 21 PGL - EASTBOUND",
    "PVI STA.",
    "EL.",
    "V.C."
  ],
  "description": "This crop shows proposed vertical curve data for the SR 21 PGL eastbound profile. It identifies the PVI station and elevation, the two tangent grades, and the stated vertical-curve length."
}

p01_r04 proposed vertical curve data

done

gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r04_proposed_vertical_curve_data

Profile1 object · 5 measurements · 5 labels

This crop shows proposed vertical curve data for the SR 21 PGL eastbound profile. It identifies the PVI station and elevation, the two tangent grades, and the stated vertical-curve length.

Objects · 1

ObjectNo.ShapeNote
proposed vertical curve1crest vertical curveProfile diagram with tangent grades meeting at a PVI.

Measurements · 5

MeasurementValueUnitApplies to
PVI station18+10.00proposed vertical curve
PVI elevation197.80proposed vertical curve
incoming grade+5.4443%proposed vertical curve
outgoing grade-4.7671%proposed vertical curve
vertical curve length560.0FT.proposed vertical curve

Labels

PROPOSED VERTICAL CURVE DATASR 21 PGL - EASTBOUNDPVI STA.EL.V.C.

openai/gpt-5.6-terra-pro · 9470 tokens · 10.1s

crop · 979 × 587

p01_r05 construction clearance diagram

page 1 · gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r05_construction_clearance_diagram
Original
p01_r05 construction clearance diagram
{
  "view": "Detail",
  "objects": [
    {
      "name": "construction clearance envelope",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Clearance diagram centered on track centerline."
    },
    {
      "name": "track centerline",
      "tag": "CL TRACK",
      "shape": "dash-dot vertical line",
      "material": "",
      "count": 1,
      "note": "Shown extending below the clearance envelope."
    },
    {
      "name": "top of high rail",
      "tag": "TOP OF HIGH RAIL",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": "Aligned with the bottom of the clearance envelope."
    }
  ],
  "measurements": [
    {
      "label": "overall vertical clearance",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "construction clearance envelope"
    },
    {
      "label": "horizontal clearance from CL TRACK to left side",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "construction clearance envelope"
    },
    {
      "label": "horizontal clearance from CL TRACK to right side",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "construction clearance envelope"
    }
  ],
  "notes": [],
  "labels": [
    "CONSTRUCTION CLEARANCE DIAGRAM",
    "NO SCALE"
  ],
  "description": "This crop shows a construction clearance diagram for a track. A rectangular clearance envelope is dimensioned 22'-0\" high and 13'-0\" each side of the CL TRACK, with its bottom at the TOP OF HIGH RAIL."
}

p01_r05 construction clearance diagram

done

gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r05_construction_clearance_diagram

Detail3 objects · 3 measurements · 2 labels

This crop shows a construction clearance diagram for a track. A rectangular clearance envelope is dimensioned 22'-0" high and 13'-0" each side of the CL TRACK, with its bottom at the TOP OF HIGH RAIL.

Objects · 3

MarkObjectNo.ShapeNote
construction clearance envelope1rectangularClearance diagram centered on track centerline.
CL TRACKtrack centerline1dash-dot vertical lineShown extending below the clearance envelope.
TOP OF HIGH RAILtop of high rail1horizontal lineAligned with the bottom of the clearance envelope.

Measurements · 3

MeasurementValueApplies to
overall vertical clearance22'-0"construction clearance envelope
horizontal clearance from CL TRACK to left side13'-0"construction clearance envelope
horizontal clearance from CL TRACK to right side13'-0"construction clearance envelope

Labels

CONSTRUCTION CLEARANCE DIAGRAMNO SCALE

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crop · 1056 × 667

p01_r06 bent elevations

page 1 · gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r06_bent_elevations
Original
p01_r06 bent elevations
{
  "view": "Table",
  "objects": [
    {
      "name": "bridge bent",
      "tag": "BENT 1",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One bent listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One bent listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One bent listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One bent listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    }
  ],
  "measurements": [
    {
      "label": "STATION",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 1"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.76",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 1"
    },
    {
      "label": "STATION",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 2"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.50",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 2"
    },
    {
      "label": "STATION",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 3"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.59",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 3"
    },
    {
      "label": "STATION",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 4"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.96",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 4"
    },
    {
      "label": "STATION",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 1"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.60",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 1"
    },
    {
      "label": "STATION",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 2"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.42",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 2"
    },
    {
      "label": "STATION",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 3"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.61",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 3"
    },
    {
      "label": "STATION",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 4"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.05",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 4"
    }
  ],
  "notes": [],
  "labels": [
    "BENT ELEVATIONS **",
    "LOCATION",
    "BENT NO.",
    "STATION",
    "PGL ELEV.",
    "LEFT BRIDGE",
    "RIGHT BRIDGE"
  ],
  "description": "This crop is a bent-elevations table for left and right bridges. It lists the station and PGL elevation for BENT 1 through BENT 4 for each bridge."
}

p01_r06 bent elevations

done

gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r06_bent_elevations

Table4 objects · 16 measurements · 7 labels

This crop is a bent-elevations table for left and right bridges. It lists the station and PGL elevation for BENT 1 through BENT 4 for each bridge.

Objects · 4

MarkObjectNo.Note
BENT 1bridge bent2One bent listed for LEFT BRIDGE and one for RIGHT BRIDGE.
BENT 2bridge bent2One bent listed for LEFT BRIDGE and one for RIGHT BRIDGE.
BENT 3bridge bent2One bent listed for LEFT BRIDGE and one for RIGHT BRIDGE.
BENT 4bridge bent2One bent listed for LEFT BRIDGE and one for RIGHT BRIDGE.

Measurements · 16

MeasurementValueApplies to
STATION17+26.35LEFT BRIDGE BENT 1
PGL ELEV.189.76LEFT BRIDGE BENT 1
STATION17+81.35LEFT BRIDGE BENT 2
PGL ELEV.190.50LEFT BRIDGE BENT 2
STATION18+63.35LEFT BRIDGE BENT 3
PGL ELEV.190.59LEFT BRIDGE BENT 3
STATION19+18.35LEFT BRIDGE BENT 4
PGL ELEV.189.96LEFT BRIDGE BENT 4
STATION17+19.65RIGHT BRIDGE BENT 1
PGL ELEV.189.60RIGHT BRIDGE BENT 1
STATION17+74.65RIGHT BRIDGE BENT 2
PGL ELEV.190.42RIGHT BRIDGE BENT 2
STATION18+56.65RIGHT BRIDGE BENT 3
PGL ELEV.190.61RIGHT BRIDGE BENT 3
STATION19+11.65RIGHT BRIDGE BENT 4
PGL ELEV.190.05RIGHT BRIDGE BENT 4

Labels

BENT ELEVATIONS **LOCATIONBENT NO.STATIONPGL ELEV.LEFT BRIDGERIGHT BRIDGE

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p01_r07 elevation of bridge spans and bent piers

page 1 · gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r07_elevation_of_bridge_spans_and_bent_piers
Original
p01_r07 elevation of bridge spans and bent piers
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge deck / superstructure",
      "tag": "",
      "shape": "long rectangular continuous profile",
      "material": "",
      "count": 1,
      "note": "Shown spanning between end walls and Bents 2 and 3."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 1",
      "shape": "vertical rectangular wall",
      "material": "",
      "count": 1,
      "note": "Callout identifies the front face of Wall No. 1 at the left end."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 2",
      "shape": "vertical rectangular wall",
      "material": "",
      "count": 1,
      "note": "Callout identifies the front face of Wall No. 2 at the right end."
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "vertical rectangular column",
      "material": "",
      "count": 1,
      "note": "Supported on a rectangular pile cap."
    },
    {
      "name": "bent",
      "tag": "BENT 3",
      "shape": "vertical rectangular column",
      "material": "",
      "count": 1,
      "note": "Supported on a rectangular pile cap."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One pile cap is shown below each visible interior bent."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical straight",
      "material": "",
      "count": 8,
      "note": "Four piles are visibly shown below each pile cap."
    },
    {
      "name": "bearing / support condition",
      "tag": "",
      "shape": "rectangular support locations",
      "material": "",
      "count": 6,
      "note": "Locations are marked EXP. or FIX."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "mesh fence panels",
      "material": "wire",
      "count": 3,
      "note": "Marked typical."
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192’-0” ***",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "span length",
      "value": "55’-0” ***",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1 to BENT 2"
    },
    {
      "label": "span length",
      "value": "82’-0” ***",
      "unit": "",
      "appliesTo": "BENT 2 to BENT 3"
    },
    {
      "label": "span length",
      "value": "55’-0” ***",
      "unit": "",
      "appliesTo": "BENT 3 to B.F.P.R. BENT 4"
    },
    {
      "label": "elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "TYP."
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "FUTURE GROUNDLINE",
    "APPROXIMATE EXISTING GROUNDLINE"
  ],
  "labels": [
    "PGL",
    "EXP.",
    "FIX",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK",
    "ELEVATION"
  ],
  "description": "This crop shows an elevation of a three-span bridge with end walls and two interior bents, BENT 2 and BENT 3. The elevation documents the overall bridge length and span lengths, pile-supported interior bents, typical chain link wire fence, bearing support conditions, and existing/future groundline and track references."
}

p01_r07 elevation of bridge spans and bent piers

done

gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r07_elevation_of_bridge_spans_and_bent_piers

Elevation9 objects · 5 measurements · 5 notes · 7 labels

This crop shows an elevation of a three-span bridge with end walls and two interior bents, BENT 2 and BENT 3. The elevation documents the overall bridge length and span lengths, pile-supported interior bents, typical chain link wire fence, bearing support conditions, and existing/future groundline and track references.

Objects · 9

MarkObjectNo.ShapeMaterialNote
bridge deck / superstructure1long rectangular continuous profileShown spanning between end walls and Bents 2 and 3.
WALL NO. 1wall1vertical rectangular wallCallout identifies the front face of Wall No. 1 at the left end.
WALL NO. 2wall1vertical rectangular wallCallout identifies the front face of Wall No. 2 at the right end.
BENT 2bent1vertical rectangular columnSupported on a rectangular pile cap.
BENT 3bent1vertical rectangular columnSupported on a rectangular pile cap.
pile cap2rectangularOne pile cap is shown below each visible interior bent.
pile8vertical straightFour piles are visibly shown below each pile cap.
bearing / support condition6rectangular support locationsLocations are marked EXP. or FIX.
chain link wire fence3mesh fence panelswireMarked typical.

Measurements · 5

MeasurementValueApplies to
TOTAL LENGTH OF BRIDGE192’-0” ***bridge
span length55’-0” ***B.F.P.R. BENT 1 to BENT 2
span length82’-0” ***BENT 2 to BENT 3
span length55’-0” ***BENT 3 to B.F.P.R. BENT 4
elevation151.00TYP.

Labels

PGLEXP.FIX℄ FUTURE ACCESS ROAD℄ EXISTING TRACK℄ FUTURE TRACKELEVATION

Notes

  • CHAIN LINK WIRE FENCE, TYP.
  • FRONT FACE OF WALL NO. 1
  • FRONT FACE OF WALL NO. 2
  • FUTURE GROUNDLINE
  • APPROXIMATE EXISTING GROUNDLINE

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p01_r08 elevation of bridge spans bents and fencing

page 1 · gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r08_elevation_of_bridge_spans_bents_and_fencing
Original
p01_r08 elevation of bridge spans bents and fencing
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge deck/superstructure",
      "tag": "",
      "shape": "continuous horizontal multi-span deck",
      "material": "",
      "count": 1,
      "note": "Shown spanning between two end walls and Bents 2 and 3."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular mesh panels",
      "material": "chain link wire",
      "count": 3,
      "note": "Shown along the bridge deck; called typical."
    },
    {
      "name": "front face of wall",
      "tag": "WALL NO. 1",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "At the left end of the bridge."
    },
    {
      "name": "front face of wall",
      "tag": "WALL NO. 2",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "At the right end of the bridge."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "end support line",
      "material": "",
      "count": 1,
      "note": "Left bridge end support."
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "single-column pier with rectangular pile cap",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bent",
      "tag": "BENT 3",
      "shape": "single-column pier with rectangular pile cap",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "end support line",
      "material": "",
      "count": 1,
      "note": "Right bridge end support."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown below each of Bents 2 and 3."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": 8,
      "note": "Four piles are shown below each visible pile cap."
    },
    {
      "name": "fixed bearing",
      "tag": "FIX",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Two FIX labels are shown at Bent 2."
    },
    {
      "name": "expansion bearing",
      "tag": "EXP.",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "EXP. labels are shown at the end supports and at Bent 3."
    },
    {
      "name": "future groundline",
      "tag": "",
      "shape": "irregular sloping line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "approximate existing groundline",
      "tag": "",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192'-0\"",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1 to BENT 2"
    },
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 to BENT 3"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 to B.F.P.R. BENT 4"
    },
    {
      "label": "elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "approximate existing groundline"
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "EL. 151.00, TYP.",
    "APPROXIMATE EXISTING GROUNDLINE"
  ],
  "labels": [
    "PGL",
    "FUTURE ACCESS ROAD",
    "EXISTING TRACK",
    "FUTURE TRACK",
    "FUTURE GROUNDLINE",
    "ELEVATION"
  ],
  "description": "This crop is an elevation of a three-span bridge with 55'-0\", 82'-0\", and 55'-0\" spans, for a total bridge length of 192'-0\". It shows end walls at B.F.P.R. Bents 1 and 4, intermediate pile-supported Bents 2 and 3, deck fencing, bearing designations, and existing/future groundline and track/access-road references."
}

p01_r08 elevation of bridge spans bents and fencing

done

gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r08_elevation_of_bridge_spans_bents_and_fencing

Elevation14 objects · 5 measurements · 5 notes · 6 labels

This crop is an elevation of a three-span bridge with 55'-0", 82'-0", and 55'-0" spans, for a total bridge length of 192'-0". It shows end walls at B.F.P.R. Bents 1 and 4, intermediate pile-supported Bents 2 and 3, deck fencing, bearing designations, and existing/future groundline and track/access-road references.

Objects · 14

MarkObjectNo.ShapeMaterialNote
bridge deck/superstructure1continuous horizontal multi-span deckShown spanning between two end walls and Bents 2 and 3.
chain link wire fence3rectangular mesh panelschain link wireShown along the bridge deck; called typical.
WALL NO. 1front face of wall1vertical wallAt the left end of the bridge.
WALL NO. 2front face of wall1vertical wallAt the right end of the bridge.
B.F.P.R. BENT 1bent1end support lineLeft bridge end support.
BENT 2bent1single-column pier with rectangular pile cap
BENT 3bent1single-column pier with rectangular pile cap
B.F.P.R. BENT 4bent1end support lineRight bridge end support.
pile cap2rectangularOne shown below each of Bents 2 and 3.
pile8verticalFour piles are shown below each visible pile cap.
FIXfixed bearing2Two FIX labels are shown at Bent 2.
EXP.expansion bearing4EXP. labels are shown at the end supports and at Bent 3.
future groundline1irregular sloping line
approximate existing groundline1horizontal line

Measurements · 5

MeasurementValueApplies to
TOTAL LENGTH OF BRIDGE192'-0"bridge
span length55'-0"B.F.P.R. BENT 1 to BENT 2
span length82'-0"BENT 2 to BENT 3
span length55'-0"BENT 3 to B.F.P.R. BENT 4
elevation151.00approximate existing groundline

Labels

PGLFUTURE ACCESS ROADEXISTING TRACKFUTURE TRACKFUTURE GROUNDLINEELEVATION

Notes

  • CHAIN LINK WIRE FENCE, TYP.
  • FRONT FACE OF WALL NO. 1
  • FRONT FACE OF WALL NO. 2
  • EL. 151.00, TYP.
  • APPROXIMATE EXISTING GROUNDLINE

openai/gpt-5.6-terra-pro · 25074 tokens · 45.3s

crop · 2102 × 1330

p01_r09 department of transportation plan and elevation sr 21 ns 620272y

page 1 · gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r09_department_of_transportation_plan_and_elevation_sr_21_ns_620272y
Original
p01_r09 department of transportation plan and elevation sr 21 ns 620272y
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1\" = 20'-0\"",
      "unit": "",
      "appliesTo": "Plan and Elevation sheet"
    },
    {
      "label": "Partial dimension text at left crop edge",
      "value": "24'-1\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Partial dimension text at left crop edge",
      "value": "24'-6\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Partial dimension text at left crop edge",
      "value": "24'-7\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "SCALE: 1\" = 20'-0\" (UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "DOT INVENTORY CROSSING NO. 620272Y",
    "PROJECT P.I. NO. 0019181",
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "PLAN AND ELEVATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "APRIL 2025",
    "DRAWING NO. 35-0001",
    "BRIDGE SHEET 1 OF 21",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED UP",
    "DRAWN PS",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0001.dgn",
    "GEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER ARUNA SASTRY"
  ],
  "description": "This crop shows the lower-right title block for a Georgia Department of Transportation bridge sheet. The sheet is titled “PLAN AND ELEVATION” for SR 21 at NS #620272Y in Jenkins County; no constructional bridge elements are shown within the title-block area. A narrow partial strip of adjacent drawing content is visible at the left edge, but its labels and dimensions are cut off."
}

p01_r09 department of transportation plan and elevation sr 21 ns 620272y

done

gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r09_department_of_transportation_plan_and_elevation_sr_21_ns_620272y

Title Block4 measurements · 1 note · 30 labels

This crop shows the lower-right title block for a Georgia Department of Transportation bridge sheet. The sheet is titled “PLAN AND ELEVATION” for SR 21 at NS #620272Y in Jenkins County; no constructional bridge elements are shown within the title-block area. A narrow partial strip of adjacent drawing content is visible at the left edge, but its labels and dimensions are cut off.

Objects · 0

No objects read. Edit to add one.

Measurements · 4

MeasurementValueApplies to
Scale1" = 20'-0"Plan and Elevation sheet
Partial dimension text at left crop edge24'-1"
Partial dimension text at left crop edge24'-6"
Partial dimension text at left crop edge24'-7"

Labels

DOT INVENTORY CROSSING NO. 620272YPROJECT P.I. NO. 0019181BRIDGE NO. 1 LT. AND RT.S&A AtlantaSASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375FAX: 770-442-0761GEORGIA DEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESPLAN AND ELEVATIONSR 21 @ NS #620272YJENKINS COUNTY0019181APRIL 2025DRAWING NO. 35-0001BRIDGE SHEET 1 OF 21DATEREVISIONSBYDESIGNED UPDRAWN PSCHECKED ASDESIGN GROUP JBKREVIEWED DLC/SKGAPPROVED DPD1 INCH WHEN PRINTED FULL SIZE0019181_0001.dgnGEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER ARUNA SASTRY

Notes

  • SCALE: 1" = 20'-0" (UNLESS OTHERWISE NOTED)

openai/gpt-5.6-terra-pro · 18030 tokens · 17.2s

crop · 1207 × 986

p01_r10 numbered notes on bent alignment and clearances

page 1 · gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r10_numbered_notes_on_bent_alignment_and_clearances
Original
p01_r10 numbered notes on bent alignment and clearances
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "MINIMUM REQUIRED VERTICAL CLEARANCE",
      "value": "23'-6\"",
      "unit": "",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "EXISTING TRACK VERTICAL CLEARANCE CALCULATED",
      "value": "24'-1…",
      "unit": "",
      "appliesTo": "LEFT BRIDGE; value is cropped at right edge"
    },
    {
      "label": "FUTURE TRACK VERTICAL CLEARANCE CALCULATED",
      "value": "24'-1\"",
      "unit": "",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "MINIMUM REQUIRED VERTICAL CLEARANCE",
      "value": "23'-6\"",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "EXISTING TRACK VERTICAL CLEARANCE CALCULATED",
      "value": "24'-6…",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE; value is cropped at right edge"
    },
    {
      "label": "FUTURE TRACK VERTICAL CLEARANCE CALCULATED",
      "value": "24'-7…",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE; value is cropped at right edge"
    },
    {
      "label": "MINIMUM REQUIRED HORIZONTAL CLEARANCE",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "1. ALL BENTS ARE PARALLEL TO ℄ CENTRAL OF GEORGIA RAILWAY COMPANY.",
    "2. END BENT PILES NOT SHOWN.",
    "** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR ℄ 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 ℄ SR 21.",
    "ⓐ 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…",
    "ⓐⓐ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 25'-0\"."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a notes block for a bridge crossing associated with SR 21 and the Central of Georgia Railway Company. It documents bent orientation, station/elevation reference conventions, and required and calculated vertical and horizontal clearances; several calculated clearance values are cropped at the right edge."
}

p01_r10 numbered notes on bent alignment and clearances

done

gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r10_numbered_notes_on_bent_alignment_and_clearances

Notes7 measurements · 6 notes · 1 label

This crop is a notes block for a bridge crossing associated with SR 21 and the Central of Georgia Railway Company. It documents bent orientation, station/elevation reference conventions, and required and calculated vertical and horizontal clearances; several calculated clearance values are cropped at the right edge.

Objects · 0

No objects read. Edit to add one.

Measurements · 7

MeasurementValueApplies to
MINIMUM REQUIRED VERTICAL CLEARANCE23'-6"LEFT BRIDGE
EXISTING TRACK VERTICAL CLEARANCE CALCULATED24'-1…LEFT BRIDGE; value is cropped at right edge
FUTURE TRACK VERTICAL CLEARANCE CALCULATED24'-1"LEFT BRIDGE
MINIMUM REQUIRED VERTICAL CLEARANCE23'-6"RIGHT BRIDGE
EXISTING TRACK VERTICAL CLEARANCE CALCULATED24'-6…RIGHT BRIDGE; value is cropped at right edge
FUTURE TRACK VERTICAL CLEARANCE CALCULATED24'-7…RIGHT BRIDGE; value is cropped at right edge
MINIMUM REQUIRED HORIZONTAL CLEARANCE25'-0"

Labels

NOTES:

Notes

  • 1. ALL BENTS ARE PARALLEL TO ℄ CENTRAL OF GEORGIA RAILWAY COMPANY.
  • 2. END BENT PILES NOT SHOWN.
  • ** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR ℄ 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 ℄ SR 21.
  • ⓐ 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…
  • ⓐⓐ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 25'-0".

openai/gpt-5.6-terra-pro · 17777 tokens · 30.5s

crop · 1241 × 916

p01_r11 notes of notes

page 1 · gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r11_notes_of_notes
Original
p01_r11 notes of notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "bents",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "All bents noted as parallel to ℄ CENTRAL OF GEORGIA RAILWAY COMPANY."
    },
    {
      "name": "end bent piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    },
    {
      "name": "left bridge",
      "tag": "LEFT BRIDGE",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Vertical clearances are listed."
    },
    {
      "name": "right bridge",
      "tag": "RIGHT BRIDGE",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Vertical clearances are listed."
    },
    {
      "name": "existing track",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Vertical clearance calculated."
    },
    {
      "name": "future track",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Vertical clearance calculated."
    }
  ],
  "measurements": [
    {
      "label": "Minimum required vertical clearance",
      "value": "23'-6\"",
      "unit": "",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "Existing track vertical clearance calculated",
      "value": "24'-1\"",
      "unit": "",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "Future track vertical clearance calculated",
      "value": "24'-1\"",
      "unit": "",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "Minimum required vertical clearance",
      "value": "23'-6\"",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "Existing track vertical clearance calculated",
      "value": "24'-6\"",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "Future track vertical clearance calculated",
      "value": "24'-7\"",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "Minimum required horizontal clearance",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "1. ALL BENTS ARE PARALLEL TO ℄ CENTRAL OF GEORGIA RAILWAY COMPANY.",
    "2. END BENT PILES NOT SHOWN.",
    "** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR ℄ 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 ℄ SR 21.",
    "◎ 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\".",
    "◎◎ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 25'-0\"."
  ],
  "labels": [
    "NOTES:",
    "SR 21",
    "PGL",
    "B.F.P.R."
  ],
  "description": "This crop is a notes block for a bridge crossing associated with SR 21 and the Central of Georgia Railway Company. It documents bent orientation, station and elevation reference locations, and required/calculated vertical and horizontal clearances for left and right bridges."
}

p01_r11 notes of notes

done

gdot_plan_1_050106c481ea4f86900e478c2e4a98a6_p01_r11_notes_of_notes

Notes6 objects · 7 measurements · 6 notes · 4 labels

This crop is a notes block for a bridge crossing associated with SR 21 and the Central of Georgia Railway Company. It documents bent orientation, station and elevation reference locations, and required/calculated vertical and horizontal clearances for left and right bridges.

Objects · 6

MarkObjectNo.Note
bentsAll bents noted as parallel to ℄ CENTRAL OF GEORGIA RAILWAY COMPANY.
end bent pilesNot shown.
LEFT BRIDGEleft bridge1Vertical clearances are listed.
RIGHT BRIDGEright bridge1Vertical clearances are listed.
existing trackVertical clearance calculated.
future trackVertical clearance calculated.

Measurements · 7

MeasurementValueApplies to
Minimum required vertical clearance23'-6"LEFT BRIDGE
Existing track vertical clearance calculated24'-1"LEFT BRIDGE
Future track vertical clearance calculated24'-1"LEFT BRIDGE
Minimum required vertical clearance23'-6"RIGHT BRIDGE
Existing track vertical clearance calculated24'-6"RIGHT BRIDGE
Future track vertical clearance calculated24'-7"RIGHT BRIDGE
Minimum required horizontal clearance25'-0"

Labels

NOTES:SR 21PGLB.F.P.R.

Notes

  • 1. ALL BENTS ARE PARALLEL TO ℄ CENTRAL OF GEORGIA RAILWAY COMPANY.
  • 2. END BENT PILES NOT SHOWN.
  • ** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR ℄ 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 ℄ SR 21.
  • ◎ 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".
  • ◎◎ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 25'-0".

openai/gpt-5.6-terra-pro · 15136 tokens · 23.0s

item · 1254 × 1017

General Construction Notes

page 1 · general_construction_notes_p01_r10
Original
General Construction Notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Minimum required vertical clearance, left bridge",
      "value": "23'-6\"",
      "unit": "",
      "appliesTo": "Left bridge"
    },
    {
      "label": "Existing track vertical clearance calculated, left bridge",
      "value": "24'-1\"",
      "unit": "",
      "appliesTo": "Left bridge"
    },
    {
      "label": "Future track vertical clearance calculated, left bridge",
      "value": "24'-1\"",
      "unit": "",
      "appliesTo": "Left bridge"
    },
    {
      "label": "Minimum required vertical clearance, right bridge",
      "value": "23'-6\"",
      "unit": "",
      "appliesTo": "Right bridge"
    },
    {
      "label": "Existing track vertical clearance calculated, right bridge",
      "value": "24'-6\"",
      "unit": "",
      "appliesTo": "Right bridge"
    },
    {
      "label": "Future track vertical clearance calculated, right bridge",
      "value": "24'-7\"",
      "unit": "",
      "appliesTo": "Right bridge"
    },
    {
      "label": "Minimum required horizontal clearance",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "1. ALL BENTS ARE PARALLEL TO ℄ CENTRAL OF GEORGIA RAILWAY COMPANY.",
    "2. END BENT PILES NOT SHOWN.",
    "** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR ℄ 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 ℄ SR 21.",
    "⊛ 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\".",
    "⊛⊛ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 25'-0\"."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a general notes block for bridge work over the Central of Georgia Railway Company and SR 21. It documents bent orientation, station and elevation reference conventions, and required/calculated railway vertical and horizontal clearances for left and right bridges."
}

General Construction Notes

done

general_construction_notes_p01_r10

Notes7 measurements · 6 notes · 1 label

This crop is a general notes block for bridge work over the Central of Georgia Railway Company and SR 21. It documents bent orientation, station and elevation reference conventions, and required/calculated railway vertical and horizontal clearances for left and right bridges.

Objects · 0

No objects read. Edit to add one.

Measurements · 7

MeasurementValueApplies to
Minimum required vertical clearance, left bridge23'-6"Left bridge
Existing track vertical clearance calculated, left bridge24'-1"Left bridge
Future track vertical clearance calculated, left bridge24'-1"Left bridge
Minimum required vertical clearance, right bridge23'-6"Right bridge
Existing track vertical clearance calculated, right bridge24'-6"Right bridge
Future track vertical clearance calculated, right bridge24'-7"Right bridge
Minimum required horizontal clearance25'-0"

Labels

NOTES:

Notes

  • 1. ALL BENTS ARE PARALLEL TO ℄ CENTRAL OF GEORGIA RAILWAY COMPANY.
  • 2. END BENT PILES NOT SHOWN.
  • ** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR ℄ 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 ℄ SR 21.
  • ⊛ 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".
  • ⊛⊛ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 25'-0".

openai/gpt-5.6-terra-pro · 15742 tokens · 19.7s

item · 1289 × 947

Notes

page 1 · notes_p01_r11
Original
Notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "bents",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "All bents are parallel to centerline of Georgia Railway Company."
    },
    {
      "name": "end bent piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    },
    {
      "name": "left bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Vertical clearances listed for existing and future track."
    },
    {
      "name": "right bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Vertical clearances listed for existing and future track."
    }
  ],
  "measurements": [
    {
      "label": "Minimum required vertical clearance",
      "value": "23'-6\"",
      "unit": "",
      "appliesTo": "Left bridge"
    },
    {
      "label": "Existing track vertical clearance calculated",
      "value": "24'-1\"",
      "unit": "",
      "appliesTo": "Left bridge"
    },
    {
      "label": "Future track vertical clearance calculated",
      "value": "24'-1\"",
      "unit": "",
      "appliesTo": "Left bridge"
    },
    {
      "label": "Minimum required vertical clearance",
      "value": "23'-6\"",
      "unit": "",
      "appliesTo": "Right bridge"
    },
    {
      "label": "Existing track vertical clearance calculated",
      "value": "24'-6\"",
      "unit": "",
      "appliesTo": "Right bridge"
    },
    {
      "label": "Future track vertical clearance calculated",
      "value": "24'-7\"",
      "unit": "",
      "appliesTo": "Right bridge"
    },
    {
      "label": "Minimum required horizontal clearance",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "1. ALL BENTS ARE PARALLEL TO ℄ CENTRAL OF GEORGIA RAILWAY COMPANY.",
    "2. END BENT PILES NOT SHOWN.",
    "** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR ℄ 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 ℄ SR 21.",
    "◎ 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\".",
    "◎ ◎ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 25'-0\"."
  ],
  "labels": [
    "NOTES:",
    "SR 21",
    "PGL",
    "B.F.P.R.",
    "EASTBOUND",
    "WESTBOUND"
  ],
  "description": "This crop is a bridge drawing notes block. It provides bent orientation, station and elevation reference conventions, and required versus calculated rail-track clearances for the left and right bridges."
}

Notes

done

notes_p01_r11Substructure

Notes4 objects · 7 measurements · 14 notes · 6 labels

This crop is a bridge drawing notes block. It provides bent orientation, station and elevation reference conventions, and required versus calculated rail-track clearances for the left and right bridges.

Objects · 4

ObjectNo.Note
bentsAll bents are parallel to centerline of Georgia Railway Company.
end bent pilesNot shown.
left bridge1Vertical clearances listed for existing and future track.
right bridge1Vertical clearances listed for existing and future track.

Measurements · 7

MeasurementValueApplies to
Minimum required vertical clearance23'-6"Left bridge
Existing track vertical clearance calculated24'-1"Left bridge
Future track vertical clearance calculated24'-1"Left bridge
Minimum required vertical clearance23'-6"Right bridge
Existing track vertical clearance calculated24'-6"Right bridge
Future track vertical clearance calculated24'-7"Right bridge
Minimum required horizontal clearance25'-0"

Labels

NOTES:SR 21PGLB.F.P.R.EASTBOUNDWESTBOUND

Notes

  • 1. ALL BENTS ARE PARALLEL TO ℄ CENTRAL OF GEORGIA RAILWAY COMPANY.
  • 2. END BENT PILES NOT SHOWN.
  • ** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR ℄ 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 ℄ SR 21.
  • ◎ 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".
  • ◎ ◎ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 25'-0".

openai/gpt-5.6-terra-pro · 15690 tokens · 29.0s

item · 1009 × 1408

Sr 21 Profile Grade Line

page 1 · sr_21_profile_grade_line_p01_r02
Original
Sr 21 Profile Grade Line
{
  "view": "Profile",
  "objects": [
    {
      "name": "proposed vertical curve",
      "tag": "SR 21 PGL - WESTBOUND",
      "shape": "crest vertical curve",
      "material": "",
      "count": 1,
      "note": "PVI shown at STA. 18+10.00."
    },
    {
      "name": "proposed vertical curve",
      "tag": "SR 21 PGL - EASTBOUND",
      "shape": "crest vertical curve",
      "material": "",
      "count": 1,
      "note": "PVI shown at STA. 18+10.00."
    }
  ],
  "measurements": [
    {
      "label": "PVI station",
      "value": "18+10.00",
      "unit": "",
      "appliesTo": "SR 21 PGL - WESTBOUND"
    },
    {
      "label": "PVI elevation",
      "value": "197.80",
      "unit": "",
      "appliesTo": "SR 21 PGL - WESTBOUND"
    },
    {
      "label": "incoming grade",
      "value": "+5.4180",
      "unit": "%",
      "appliesTo": "SR 21 PGL - WESTBOUND"
    },
    {
      "label": "outgoing grade",
      "value": "-4.7671",
      "unit": "%",
      "appliesTo": "SR 21 PGL - WESTBOUND"
    },
    {
      "label": "vertical curve length",
      "value": "560.0",
      "unit": "FT.",
      "appliesTo": "SR 21 PGL - WESTBOUND"
    },
    {
      "label": "PVI station",
      "value": "18+10.00",
      "unit": "",
      "appliesTo": "SR 21 PGL - EASTBOUND"
    },
    {
      "label": "PVI elevation",
      "value": "197.80",
      "unit": "",
      "appliesTo": "SR 21 PGL - EASTBOUND"
    },
    {
      "label": "incoming grade",
      "value": "+5.4443",
      "unit": "%",
      "appliesTo": "SR 21 PGL - EASTBOUND"
    },
    {
      "label": "outgoing grade",
      "value": "-4.7671",
      "unit": "%",
      "appliesTo": "SR 21 PGL - EASTBOUND"
    },
    {
      "label": "vertical curve length",
      "value": "560.0",
      "unit": "FT.",
      "appliesTo": "SR 21 PGL - EASTBOUND"
    }
  ],
  "notes": [],
  "labels": [],
  "description": "This crop shows proposed vertical curve data diagrams for the SR 21 profile grade line in westbound and eastbound directions. Both diagrams show a PVI at STA. 18+10.00, elevation 197.80, with a 560.0 FT. vertical curve and the indicated approach and departure grades."
}

Sr 21 Profile Grade Line

done

sr_21_profile_grade_line_p01_r02Earthworks

Profile2 objects · 10 measurements

This crop shows proposed vertical curve data diagrams for the SR 21 profile grade line in westbound and eastbound directions. Both diagrams show a PVI at STA. 18+10.00, elevation 197.80, with a 560.0 FT. vertical curve and the indicated approach and departure grades.

Objects · 2

MarkObjectNo.ShapeNote
SR 21 PGL - WESTBOUNDproposed vertical curve1crest vertical curvePVI shown at STA. 18+10.00.
SR 21 PGL - EASTBOUNDproposed vertical curve1crest vertical curvePVI shown at STA. 18+10.00.

Measurements · 10

MeasurementValueUnitApplies to
PVI station18+10.00SR 21 PGL - WESTBOUND
PVI elevation197.80SR 21 PGL - WESTBOUND
incoming grade+5.4180%SR 21 PGL - WESTBOUND
outgoing grade-4.7671%SR 21 PGL - WESTBOUND
vertical curve length560.0FT.SR 21 PGL - WESTBOUND
PVI station18+10.00SR 21 PGL - EASTBOUND
PVI elevation197.80SR 21 PGL - EASTBOUND
incoming grade+5.4443%SR 21 PGL - EASTBOUND
outgoing grade-4.7671%SR 21 PGL - EASTBOUND
vertical curve length560.0FT.SR 21 PGL - EASTBOUND

openai/gpt-5.6-terra-pro · 15393 tokens · 19.6s

item · 2126 × 1346

Title Block

page 1 · title_block_p01_r09
Original
Title Block
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1” = 20’-0”",
      "unit": "",
      "appliesTo": "PLAN AND ELEVATION"
    },
    {
      "label": "Bridge sheet",
      "value": "1 OF 21",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "SCALE: 1” = 20’-0” (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "DOT INVENTORY CROSSING NO. 620272Y",
    "PROJECT P.I. NO. 0019181",
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "PLAN AND ELEVATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "APRIL 2025",
    "DRAWING NO. 35-0001",
    "BRIDGE SHEET",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED UP",
    "DRAWN PS",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "GEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER ARUNA SASTRY",
    "0019181_0001.dgn"
  ],
  "description": "This crop shows the lower-right title block for a Georgia Department of Transportation bridge drawing. It identifies the Plan and Elevation sheet for SR 21 @ NS #620272Y in Jenkins County, including project, drawing, sheet, consultant, scale, date, and review information."
}

Title Block

done

title_block_p01_r09

Title Block2 measurements · 2 notes · 29 labels

This crop shows the lower-right title block for a Georgia Department of Transportation bridge drawing. It identifies the Plan and Elevation sheet for SR 21 @ NS #620272Y in Jenkins County, including project, drawing, sheet, consultant, scale, date, and review information.

Objects · 0

No objects read. Edit to add one.

Measurements · 2

MeasurementValueApplies to
Scale1” = 20’-0”PLAN AND ELEVATION
Bridge sheet1 OF 21

Labels

DOT INVENTORY CROSSING NO. 620272YPROJECT P.I. NO. 0019181BRIDGE NO. LT. AND RT.S&A AtlantaSASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375FAX: 770-442-0761GEORGIA DEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESPLAN AND ELEVATIONSR 21 @ NS #620272YJENKINS COUNTY0019181APRIL 2025DRAWING NO. 35-0001BRIDGE SHEETDATEREVISIONSBYDESIGNED UPDRAWN PSCHECKED ASDESIGN GROUP JBKREVIEWED DLC/SKGAPPROVED DPDGEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER ARUNA SASTRY0019181_0001.dgn

Notes

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

openai/gpt-5.6-terra-pro · 20473 tokens · 37.0s

item · 1026 × 618

Track Clearance Envelope

page 1 · track_clearance_envelope_p01_r05
Original
Track Clearance Envelope
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "construction clearance envelope",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Clearance diagram centered on the C TRACK centerline; bottom aligns with top of high rail."
    }
  ],
  "measurements": [
    {
      "label": "overall vertical clearance",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "construction clearance envelope"
    },
    {
      "label": "horizontal clearance, left of C TRACK",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "construction clearance envelope"
    },
    {
      "label": "horizontal clearance, right of C TRACK",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "construction clearance envelope"
    }
  ],
  "notes": [],
  "labels": [
    "C TRACK",
    "TOP OF HIGH RAIL",
    "CONSTRUCTION CLEARANCE DIAGRAM",
    "NO SCALE"
  ],
  "description": "This crop shows a construction clearance diagram at C TRACK. The rectangular clearance envelope is 22'-0\" high and extends 13'-0\" to each side of the track centerline, with its base at the top of high rail."
}

Track Clearance Envelope

done

track_clearance_envelope_p01_r05Substructurecross section

Cross Section1 object · 3 measurements · 4 labels

This crop shows a construction clearance diagram at C TRACK. The rectangular clearance envelope is 22'-0" high and extends 13'-0" to each side of the track centerline, with its base at the top of high rail.

Objects · 1

ObjectNo.ShapeNote
construction clearance envelope1rectangularClearance diagram centered on the C TRACK centerline; bottom aligns with top of high rail.

Measurements · 3

MeasurementValueApplies to
overall vertical clearance22'-0"construction clearance envelope
horizontal clearance, left of C TRACK13'-0"construction clearance envelope
horizontal clearance, right of C TRACK13'-0"construction clearance envelope

Labels

C TRACKTOP OF HIGH RAILCONSTRUCTION CLEARANCE DIAGRAMNO SCALE

openai/gpt-5.6-terra-pro · 9684 tokens · 14.7s

item · 1331 × 630

Track Endfill Grading

page 1 · track_endfill_grading_p01_r03
Original
Track Endfill Grading
{
  "view": "Detail",
  "objects": [
    {
      "name": "Future track",
      "tag": "",
      "shape": "linear track profile",
      "material": "",
      "count": 1,
      "note": "Shown at left with a dashed centerline marked by a centerline symbol."
    },
    {
      "name": "Endfill grading profile",
      "tag": "",
      "shape": "sloping and stepped earthwork profile",
      "material": "",
      "count": 1,
      "note": "Profile rises to the endfill control point at the right."
    },
    {
      "name": "Endfill control point",
      "tag": "*",
      "shape": "point",
      "material": "",
      "count": 1,
      "note": "Called out as typical."
    }
  ],
  "measurements": [
    {
      "label": "horizontal distance from future track centerline to first control line",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "Future track / endfill control diagram"
    },
    {
      "label": "horizontal spacing",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "Endfill control diagram"
    },
    {
      "label": "horizontal spacing",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Endfill control diagram"
    },
    {
      "label": "vertical distance, typical",
      "value": "4'-9\"",
      "unit": "",
      "appliesTo": "Endfill control diagram"
    },
    {
      "label": "slope horizontal component",
      "value": "2",
      "unit": "",
      "appliesTo": "Endfill grading profile"
    },
    {
      "label": "slope vertical component",
      "value": "1",
      "unit": "",
      "appliesTo": "Endfill grading profile"
    }
  ],
  "notes": [
    "TOP OF HIGH RAIL, TYP.",
    "ENDFILL CONTROL POINT, TYP.",
    "* NORMAL TO RR ℄",
    "NO SCALE"
  ],
  "labels": [
    "FUTURE TRACK",
    "ENDFILL CONTROL DIAGRAM"
  ],
  "description": "This crop is an endfill control diagram for a future railroad track, shown with the top of high rail and a graded endfill profile. It documents horizontal offsets, a typical 4'-9\" vertical dimension, and a 2-to-1 indicated slope to the typical endfill control point."
}

Track Endfill Grading

done

track_endfill_grading_p01_r03Substructure

Detail3 objects · 6 measurements · 4 notes · 2 labels

This crop is an endfill control diagram for a future railroad track, shown with the top of high rail and a graded endfill profile. It documents horizontal offsets, a typical 4'-9" vertical dimension, and a 2-to-1 indicated slope to the typical endfill control point.

Objects · 3

MarkObjectNo.ShapeNote
Future track1linear track profileShown at left with a dashed centerline marked by a centerline symbol.
Endfill grading profile1sloping and stepped earthwork profileProfile rises to the endfill control point at the right.
*Endfill control point1pointCalled out as typical.

Measurements · 6

MeasurementValueApplies to
horizontal distance from future track centerline to first control line15'-0"Future track / endfill control diagram
horizontal spacing4'-0"Endfill control diagram
horizontal spacing2'-0"Endfill control diagram
vertical distance, typical4'-9"Endfill control diagram
slope horizontal component2Endfill grading profile
slope vertical component1Endfill grading profile

Labels

FUTURE TRACKENDFILL CONTROL DIAGRAM

Notes

  • TOP OF HIGH RAIL, TYP.
  • ENDFILL CONTROL POINT, TYP.
  • * NORMAL TO RR ℄
  • NO SCALE

openai/gpt-5.6-terra-pro · 13411 tokens · 25.1s

2Map the items24 items · 92 readingsconfigured openai/gpt-5.6-terra-pro · about 12¢ 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.

24 items from 92 readings · 24 new.

24items92readings0on 2+ pages15,629tokens in7,463tokens out

Grouping validation — 24 items · 2 agents · up to 3 rounds · up to 9 billed calls

Bentsubstructure×42 · line support in plan; end support in elevationp19 crops
Bent

also calledend bentinterior pier bentbridge bentbents

marksBENT 1BENT 2BENT 3BENT 4BENT 1L / BENT 1RBENT 2L / BENT 2RBENT 3L / BENT 3RBENT 4L / BENT 4RB.F.P.R. BENT 1 **; B.F.P.R. BENT 4 **BENT 2 **; BENT 3 **BENT 1L, BENT 2L, BENT 3L, BENT 4L, BENT 1R, BENT 2R, BENT 3R, BENT 4RB.F.P.R. BENT 1B.F.P.R. BENT 4

Wallsubstructure×14 · Vertical Wallp15 crops
Wall

also calledend wallfront face of wall

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

Bearingsuperstructure×24 · Rectangular Support Blockp14 crops
Bearing

also calledbearing conditionbearing / support conditionexpansion bearingfixed bearing

marksEXP.FIX

Pilefoundation×28 · Vertical Slender Rectangularp16 crops
Pile

also calledend bent piles

Bridgesuperstructure×4p12 crops
Bridge

also calledleft bridgeright bridge

marksLEFT BRIDGERIGHT BRIDGE

Bridge Superstructuresuperstructure×6 · Long Rectangularp14 crops
Bridge Superstructure

also calledbridge deck / superstructure outlinebridge deck/superstructure outlinebridge deck / superstructurebridge deck/superstructure

Chain Link Wire Fencerailing×12 · Mesh Panel · Wirep14 crops
Chain Link Wire Fence
Future Trackother×3 · Rail Alignmentp14 crops
Future Track

marksFUTURE TRACK

Pile Capfoundation×8 · Rectangularp14 crops
Pile Cap
Proposed Vertical Curveother×4 · Profile Linep13 crops
Proposed Vertical Curve

marksSR 21 PGL - WESTBOUNDSR 21 PGL - EASTBOUND

Existing Trackother×2 · Rail Alignmentp13 crops
Existing Track

also calledexisting railroad track

marksCENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK

Construction Clearance Envelopeancillary×2 · Rectangularp12 crops
Construction Clearance Envelope
Endfillearthwork×2 · Sloping Earthwork Profilep12 crops
Endfill

also calledEndfill grading profile

Endfill Control Pointearthwork×2 · Pointp12 crops
Endfill Control Point

marks*

Existing Groundlineearthwork×2 · irregular linep12 crops
Existing Groundline

also calledapproximate existing groundline

Future Access Roadpavement×2 · Alignmentp12 crops
Future Access Road

marksFUTURE ACCESS ROAD

Future Groundlineearthwork×2 · Irregular Linep12 crops
Future Groundline
High Railother×2 · Linearp12 crops
High Rail

also calledtop of high rail

marksTOP OF HIGH RAIL

Bent Columnsubstructure×2 · Rectangularp11 crop
Bent Column
Bridge Deck Slabdeck×1 · Longitudinal Rectangular Slabp11 crop
Bridge Deck Slab
  • p1p01_r08“bridge deck slab” · ×1
Longitudinal GirdersuperstructureLongitudinal Rectangular Memberp11 crop
Longitudinal Girder
Point Of Vertical Intersectionother×1 · Pointp11 crop
Point Of Vertical Intersection

marksPVI

Temporary Shoringancillaryp11 crop
Temporary Shoring
Track Centerlineother×1 · Dash-Dot Linep11 crop
Track Centerline

marksCL TRACK

3Match the ontology17 of 24 matched · 3 to check · 7 unmatchedconfigured openai/gpt-5.6-terra-pro · about $1.05 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.

71% of items placed. The 7 below fit no class — add one to the ontology and match again.

14matched3to check7unmatched71% covered10values43gaps325,601tokens in33,591tokens out

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

  • Wallp1 · 5 crops · ×14The drawing only says Wall and does not establish whether it is a retaining wall, pier wall, or abutment wall.
  • Bearingp1 · 4 crops · ×24The ontology would need a generic bridge bearing component class because the bearing type is not identified.
  • Chain Link Wire Fencep1 · 4 crops · ×12The ontology would need a chain-link fence component class.
  • Construction Clearance Envelopep1 · 2 crops · ×2The ontology would need a construction clearance envelope or clearance limit class.
  • Endfill Control Pointp1 · 2 crops · ×2The ontology would need an earthwork grading control-point class.
  • Future Groundlinep1 · 2 crops · ×2The ontology would need a proposed or future ground surface class.
  • Point Of Vertical Intersectionp1 · 1 crop · ×1The ontology would need a vertical-profile control point class for a PVI.

alignment system6

superstructure3

foundation system2

  • Pile→Foundation Pilebridge.foundation_system.deep_foundation.pilep1 · 6 crops · ×287 gapson “Pile”
  • Pile Cap→Pile Capbridge.foundation_system.deep_foundation.pile_capp1 · 4 crops · ×81 read · 5 gapson “Pile Cap”

substructure2

  • Bent→Pier Systemgroupingbridge.substructure.pier_systemp1 · 9 crops · ×42on “BENT”
  • Bent Column→Pier Shaftbridge.substructure.pier_system.pier_shaftp1 · 1 crop · ×21 read · 3 gapson “Bent Column”

approach earthwork system1

asset1

construction system1

ground system1

◈Index for the agent402 points · 20 crops · 24 itemsopenai/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.

402 points indexed and up to date.

402points stored402points ready20crops24items30,658tokens embedded

Collection mindmap_vectors, filtered on projectId = gdot_plan_1-050106c481ea4f86900e478c2e4a98a6.