Matched toBridge Assetbridge.asseton “Bridge”
The model provider refused the call: the account is out of credit. Top up the OpenRouter key, or lower OPENAI_MAX_TOKENS.
| The class asks for | Unit | A reading with that name | From |
|---|---|---|---|
| Total LengthL_totaloptional | m/mm | no reading by that name | |
| WidthWoptional | m/mm | no reading by that name |
Paired on the measurement’s name only, which cannot know that three span lengths sum to the deck length. Step 3 works these out properly for every item it matches — reading every crop behind the item, deriving what the drawings imply and showing its arithmetic. This item has not had that pass yet; the button runs it for this one.
How the sheets named it
Notes on the sheets that carry it
- p3STA. 18+16.85, C SR 21 = STA. 303+80.83, C CENTRAL OF GEORGIA RAILROAD COMPANY
- p3BEGIN BRIDGE STA. 17+23.00
- p3END BRIDGE STA. 19+15.00
- p381°-20'-05.0", TYP.
- p3N 2°-23'-16.7" E
- p3N 83°-43'-21.7" E
- p3SURVEY DATED SEPTEMBER 18, 2024
Every crop it was read in — the drawing beside what the model took off it
Page 3
p03_r01 elevations on existing central oPlan
- Bridge (Left)×1rectangular (plan outline)Shown as dashed outline labeled 'LIMITS OF LEFT BRIDGE'
- Bridge (Right)×1rectangular (plan outline)Shown as dashed outline labeled 'LIMITS OF RIGHT BRIDGE'
81°-20'-05.0" Angle at Bent 1L/4L intersection81°-20'-05.0" Angle at Bent 1RN 2°-23'-16.7" BearingN 83°-43'-21.7" E BearingSTA. 18+16.85, C SR 21 = STA. 303+80.83, C CENTRAL OF GEORGIA RAILROAD COMPANY Station equivalenceSTA. 17+23.00 Begin Bridge StationSTA. 19+15.00 End Bridge Station302+00.00 Station+23 more
p03_r01Plan
- Bridge (left)LEFT BRIDGE×1rectangularLimits shown as dashed box spanning railroad track, bounded by B.F.P.R. BENT 1L and 4L
- Bridge (right)RIGHT BRIDGE×1rectangularLimits shown as dashed box spanning railroad track, bounded by B.F.P.R. BENT 1R and 4R
81°-20'-05.0" Skew angleN 2°-23'-16.7" E BearingN 83°-43'-21.7" E BearingSTA. 18+16.85, CL SR 21 = STA. 303+80.83, CL CENTRAL OF GEORGIA RAILROAD COMPANY Station equationSTA. 17+23.00 Begin bridge stationSTA. 19+15.00 End bridge station302+00.00 Station302+50.00 Station+16 more
Page 18
p18_r07Table
- BridgeSR 21 @ NS #620272YReferenced in title block; no structural drawing of the bridge itself in this crop