Matched toCrossing Alignmentbridge.alignment_system.crossing_alignmenton “Existing Railroad Track”
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 |
|---|---|---|---|
| Skew AngleTHETA | deg | no reading by that name | |
| ChainageCHoptional | m | 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
Every dimension read for it5
- 1'-9 1/2" ft-inBearing offsetnot attributedp1 · p01_r01 plan
- STA. 17+29.07Stationnot attributedp1 · p01_r01 plan
- 15'-0" ft-inDistance from Ç Future Track to first dimension linenot attributedp1 · p01_r03
- 4'-0" ft-inHorizontal offset dimensionnot attributedp1 · p01_r03
- 2'-0" ft-inHorizontal offset dimensionnot attributedp1 · p01_r03
Notes on the sheets that carry it
- p1ALL BENTS ARE F... RAILWAY COMPANY... (text cut off, partial)
- p1END BENT PILES ... (text cut off, partial)
- p1STATIONS ARE AL... AND B.F.P.R. OR ... ELEVATIONS ARE ... PROFILE GRADE LI... PROFILE GRADE LI... (text cut off, partial)
- p1MEASURED ALONG... (text cut off, partial)
- p1LEFT BRIDGE: MINIMUM REQUIRED... EXISTING TRACK V... FUTURE TRACK VE... RIGHT BRIDGE: MINIMUM REQUIRED... EXISTING TRACK V... FUTURE TRACK VE... (text cut off, partial)
- p1MINIMUM REQUIRED... (text cut off, partial)
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1TO BE REMOVED
- p1APPROXIMATE EXISTING GROUNDLINE
- p1FUTURE GROUNDLINE
- p1Ç FUTURE TRACK
- p1TOP OF HIGH RAIL, TYP.
- p1ENDFILL CONTROL POINT, TYP.
- p1* NORMAL TO RR Ç
- 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
- p3ELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK
- p3SURVEYED TOP OF RAIL ELEVATIONS
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r01 planPlan
- railroad trackCENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK×1linear
192'-0" ft-in Total length of bridge55'-0" ft-in Span 1 length82'-0" ft-in Span 2 length55'-0" ft-in Span 3 length43'-7" ft-in Out to out width40'-0" ft-in Gutter to gutter width81°-20'-05.0" deg-min-sec Skew angle1'-9 1/2" ft-in Bearing offset+20 more
p01_r03Detail
- Rail track×2linearsteelShown schematically as rail with tie plates near future track centerline
15'-0" ft-in Distance from Ç Future Track to first dimension line4'-0" ft-in Horizontal offset dimension2'-0" ft-in Horizontal offset dimension4'-9" ft-in Vertical dimension to top of high rail, typical1:2 Slope ratio
Page 3
p03_r01 elevations on existing central oPlan
- Railroad Track (Existing)×1linear alignmentCenterline of Central of Georgia Railroad Company existing track
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_r02 title blockCross Section
- Existing railroad trackEXIST. TRACK×9linear/rail profileCenterline shown at each station; rail/tie assembly drawn as small rectangular symbol
161.94 Elevation at Exist. Track161.94 Elevation adjacent to track156.38 Elevation at Access Rd.305+50 Station161.73 Elevation at Exist. Track161.69 Elevation adjacent to track156.58 Elevation at Access Rd.305+00 Station+27 more
p03_r03 elevationTable
- railroad track×1linearExisting Central of Georgia Railroad Company track referenced for surveyed top of rail elevations
160.49 Station 302+00.00, Offset 2.5 LT160.48 Station 302+00.00, Offset 2.5 RT160.68 Station 302+50.00, Offset 2.5 LT160.66 Station 302+50.00, Offset 2.5 RT160.88 Station 303+00.00, Offset 2.5 LT160.88 Station 303+00.00, Offset 2.5 RT161.05 Station 303+50.00, Offset 2.5 LT161.04 Station 303+50.00, Offset 2.5 RT+8 more
p03_r01Plan
- Railroad track (existing)CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK×1linear alignmentCenterline shown crossing roadway alignment
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
p03_r02Cross Section
- Existing railroad track×8rail cross-section symbolShown at centerline of each cross section, one per station
305+50 Station161.94 Existing track elevation161.94 Future track elevation156.38 Access road elevation305+00 Station161.73 Existing track elevation161.69 Future track elevation156.58 Access road elevation+25 more
p03_r03Table
- Existing Railroad TrackCentral of Georgia Railroad Company existing track; table records surveyed top-of-rail elevations along it, no other constructional items depicted.
160.49 Station 302+00.00, Offset 2.5 LT160.48 Station 302+00.00, Offset 2.5 RT160.68 Station 302+50.00, Offset 2.5 LT160.66 Station 302+50.00, Offset 2.5 RT160.88 Station 303+00.00, Offset 2.5 LT160.88 Station 303+00.00, Offset 2.5 RT161.05 Station 303+50.00, Offset 2.5 LT161.04 Station 303+50.00, Offset 2.5 RT+8 more