Matched toBridge Assetbridge.asseton “BRIDGE”
| The class asks for | Value | How | From |
|---|---|---|---|
| Total LengthL_totalwants m/mm | not establishedThe readings state only vertical clearances for the left and right bridges and a minimum required horizontal clearance. No bridge total length or span dimensions are stated from which total length can be derived. | not found | |
| WidthWwants m/mm | not establishedThe stated 25'-0" dimension is identified as minimum required horizontal clearance, not as the bridge width. No dimension explicitly identified as bridge width is provided. | 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 it14
- 23'-6"Minimum required vertical clearancep1 · p01_r11 notes of notes
- 24'-1"Existing track vertical clearance calculatedp1 · p01_r11 notes of notes
- 24'-1"Future track vertical clearance calculatedp1 · p01_r11 notes of notes
- 23'-6"Minimum required vertical clearancep1 · p01_r11 notes of notes
- 24'-6"Existing track vertical clearance calculatedp1 · p01_r11 notes of notes
- 24'-7"Future track vertical clearance calculatedp1 · p01_r11 notes of notes
- 25'-0"Minimum required horizontal clearancenot attributedp1 · p01_r11 notes of notes
- 23'-6"Minimum required vertical clearancep1 · p01_r11
- 24'-1"Existing track vertical clearance calculatedp1 · p01_r11
- 24'-1"Future track vertical clearance calculatedp1 · p01_r11
- 23'-6"Minimum required vertical clearancep1 · p01_r11
- 24'-6"Existing track vertical clearance calculatedp1 · p01_r11
- 24'-7"Future track vertical clearance calculatedp1 · p01_r11
- 25'-0"Minimum required horizontal clearancenot attributedp1 · p01_r11
Notes on the sheets that carry it
- 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".
- p1** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR ℄ BENT.
- p1ELEVATIONS ARE ALONG EASTBOUND AND WESTBOUND PROFILE GRADE LINES AT THE INTERSECTION OF PROFILE GRADE LINES AND B.F.P.R. OR CENTERLINE BENTS.
- p1◎ 5. LEFT BRIDGE:
- p1MINIMUM REQUIRED VERTICAL CLEARANCE = 23'-6"
- p1EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24'-1"
- p1FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24'-1".
- p1RIGHT BRIDGE:
- p1EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24'-6"
- p1FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24'-7".
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r11 notes of notesNotes
- left bridgeLEFT BRIDGE×1Vertical clearances are listed.
- right bridgeRIGHT BRIDGE×1Vertical clearances are listed.
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_r11Notes
- left bridge×1Vertical clearances listed for existing and future track.
- right bridge×1Vertical clearances listed for existing and future track.
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