Matched toFoundation Pilebridge.foundation_system.deep_foundation.pileon “Pile”
| The class asks for | Value | How | From |
|---|---|---|---|
| DiameterDwants m/mm | not establishedThe notes state that end bent piles are not shown; no pile diameter is provided in the readings. | not found | |
| LengthLwants m/mm | not establishedThe notes state that end bent piles are not shown; no end bent pile length is stated or derivable. | not found | |
| Instance CountNwants count | not establishedEnd bent piles are explicitly noted as not shown. The six visibly identified piles are below the two interior pile caps and therefore are not established as end bent piles. | not found | |
| Material TypeMAT | not establishedNo material designation for end bent piles is provided in the readings. | not found | |
| Founding LevelFLwants m | not establishedNo founding level for end bent piles is stated, and the end bent piles are noted as not shown. | not found | |
| Pile Cut-off LevelPCLwants m | not establishedNo pile cut-off level for end bent piles is provided in the readings. | not found | |
| Pile Tip LevelPTLwants m | not establishedNo pile tip level for end bent piles is provided in the readings. | 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 it2
- 25'-0"Minimum required horizontal clearancenot attributedp1 · p01_r11 notes of notes
- 25'-0"Minimum required horizontal clearancenot attributedp1 · p01_r11
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…
- p1CHAIN LINK WIRE FENCE, TYP.
- p1FRONT FACE OF WALL NO. 1
- p1FRONT FACE OF WALL NO. 2
- p1FUTURE GROUNDLINE
- p1℄ FUTURE ACCESS ROAD
- p1℄ EXISTING TRACK
- p1℄ FUTURE TRACK
- p1EL. 151.00, TYP.
- 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
bridge_1_rightUnclear
- pile×6vertical slender rectangularThree piles are visible below each of the two pile caps in 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_r08Elevation
- pile×6vertical slender memberThree piles are visibly drawn below each interior pile cap.
192'-0" *** TOTAL LENGTH OF BRIDGE55'-0" ***82'-0" ***55'-0" ***151.00 EL.
p01_r07 elevation of bridge spans and bent piersElevation
- pile×8vertical straightFour piles are visibly shown below each pile cap.
192’-0” *** TOTAL LENGTH OF BRIDGE55’-0” *** span length82’-0” *** span length55’-0” *** span length151.00 elevation
p01_r08 elevation of bridge spans bents and fencingElevation
- pile×8verticalFour piles are shown below each visible pile cap.
192'-0" TOTAL LENGTH OF BRIDGE55'-0" span length82'-0" span length55'-0" span length151.00 elevation
p01_r11 notes of notesNotes
- end bent pilesNot shown.
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
- end bent pilesNot shown.
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