Matched toCrossing Alignmentbridge.alignment_system.crossing_alignmentcheckon “FUTURE TRACK”
| The class asks for | Value | How | From |
|---|---|---|---|
| Skew AngleTHETAwants deg | not establishedThe drawings state a skew angle of 81°-20'-05.0" for bridge end/bent geometry, not for the FUTURE TRACK alignment. No skew angle is explicitly assigned to the Future Track. | not found | |
| ChainageCHwants m | not establishedStation values shown are assigned to SR 21, the Central of Georgia Railroad Company existing track, or bridge locations; none is assigned to the FUTURE TRACK. The endfill detail also gives offsets from the Future Track centerline but no chainage. | not found |
Worked out by openai/gpt-5.6-terra-pro from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.
How the sheets named it
Every dimension read for it1
- 25'-0"Minimum required horizontal clearancenot attributedp1 · p01_r11 notes of notes
Notes on the sheets that carry it
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1TO BE REMOVED
- p1APPROXIMATE EXISTING GROUNDLINE
- p1NOTES:
- p11. ALL BENTS AR… RAILWAY
- p12. END BENT PILE…
- p1** 3. STATIONS ARE … AND B.F.P.R. O… ELEVATIONS A… PROFILE GRADE… PROFILE GRA…
- p1*** 4. MEASURED AL…
- p1⑤ 5. LEFT BRIDGE: MINIMUM REQU… EXISTING TRAC… FUTURE TRAC… RIGHT BRIDGE: MINIMUM REQU… EXISTING TRAC… FUTURE TRAC…
- p1**⑥ 6. MINIMUM REQU…
- p1POINT OF MIN. VERT. CLEARANCE
- p1FUTURE POINT OF MIN. VERT. CLEARANCE
- p1MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN
- p11. ALL BENTS ARE PARALLEL TO ℄ CENTRAL OF GEORGIA RAILWAY COMPANY.
- p12. END BENT PILES NOT SHOWN.
- p1** 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.
- p1*** 4. MEASURED ALONG ℄ SR 21.
- p1◎ 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".
- p1◎◎ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 25'-0".
- p1TOP OF HIGH RAIL, TYP.
- p1ENDFILL CONTROL POINT, TYP.
- p1* NORMAL TO RR ℄
- p1NO SCALE
Every crop it was read in — the drawing beside what the model took off it
Page 1
bridge_1_rightUnclear
- future track×1rail alignmentCenterline is labeled in plan and elevation.
12'-1" minimum clearance74'-7 15/16" distance2'-23'-16.7" distance75'-10 15/16" distance1'-9 1/2" point of minimum vertical clearance40'-0" gutter to gutter43'-7" out to out6'-0" distance+32 more
p01_r01 plan of bridge bents walls and rail crossingPlan
- future trackFUTURE TRACK×1linear track alignment
12'-1" MIN. minimum dimension74'-7 5/16" dimensionN 2°-23'-16.7" E bearing75'-10 15/16" dimension1'-9 1/2" dimension6'-0" spacing6'-0" spacing40'-0" width+25 more
p01_r11 notes of notesNotes
- future trackVertical clearance calculated.
23'-6" Minimum required vertical clearance24'-1" Existing track vertical clearance calculated24'-1" Future track vertical clearance calculated23'-6" Minimum required vertical clearance24'-6" Existing track vertical clearance calculated24'-7" Future track vertical clearance calculated25'-0" Minimum required horizontal clearance
p01_r03Detail
- Future track×1linear track profileShown at left with a dashed centerline marked by a centerline symbol.
15'-0" horizontal distance from future track centerline to first control line4'-0" horizontal spacing2'-0" horizontal spacing4'-9" vertical distance, typical2 slope horizontal component1 slope vertical component