Matched toPile Capbridge.foundation_system.deep_foundation.pile_capon “pile cap”
| The class asks for | Value | How | From |
|---|---|---|---|
| LengthLwants m/mm | 44'-1¹⁄₁₆" ft-inOverall length dimension given directly on elevation: 44'-1¹⁄₁₆" (consistent across three crops).All three elevation crops of the pile cap explicitly state an 'Overall length' of 44'-1¹⁄₁₆" for the continuous cap beam, matching the sum of the end-bay and typical-bay spacings (2'-10⅛" + 5×7'-7¹⁄₁₆" + 3'-3⅝") shown in the same views. | read | p13 · p13_r02 at eq spsp13 · p13_r03 at eq spsp13 · p13_r02 |
| WidthWwants m/mm | not establishedWidth (transverse dimension, perpendicular to the elevation shown) is never dimensioned in any of the four crops, which are all elevation views. No section or plan crop of the pile cap itself is present to derive width. | not found | |
| ThicknessTwants m/mm | not establishedBecause the top and bottom faces both slope/step along the cap's length, subtracting any single pair of top/bottom elevations would not represent a defensible, unambiguous 'thickness' for the whole member; the readings do not isolate a constant depth. | not found | |
| Instance CountNwants count | 2 countPage 1 elevation lists object 'pile cap', count 2, note: 'One shown at each interior bent' (BENT 2 and BENT 3).The overall bridge elevation explicitly enumerates two pile caps, one under each interior bent (BENT 2 and BENT 3); the detailed elevation crops on page 13 show the same type of continuous cap (matching dimensions/reinforcing) repeated for these two bents. | derived | p1 · p01_r07 |
| Concrete Gradefck | not establishedNone of the four crops include a concrete class/quantities note for the pile cap; such information would typically appear in a general notes or quantities table not included in these readings. | not found | |
| Top LevelTOLwants m | not establishedBecause the top of the pile cap steps/slopes continuously along its length with six distinct elevation call-outs per crop (and differing values between the two similar crops, likely representing two different pile caps at BENT 2 and BENT 3), there is no single defensible 'Top Level' elevation to report without guessing which point governs; the readings do not designate a governing top elevation. | not found |
Worked out by anthropic/claude-sonnet-5 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 it25
- EL. 185.75Elevationp13 · p13_r02 at eq sps
- EL. 185.65Elevationp13 · p13_r02 at eq sps
- EL. 185.52Elevationp13 · p13_r02 at eq sps
- EL. 185.39Elevationp13 · p13_r02 at eq sps
- EL. 185.26Elevationp13 · p13_r02 at eq sps
- EL. 185.10Elevationp13 · p13_r02 at eq sps
- 2-#12Reinforcement quantityp13 · p13_r02 at eq sps
- 4-#10Reinforcement quantityp13 · p13_r02 at eq sps
- 2-#15AReinforcement quantityp13 · p13_r02 at eq sps
- 44’-1¹⁄₁₆”Overall lengthp13 · p13_r02 at eq sps
- EL. 184.75Elevationp13 · p13_r03 at eq sps
- EL. 184.96Elevationp13 · p13_r03 at eq sps
- EL. 185.13Elevationp13 · p13_r03 at eq sps
- EL. 185.30Elevationp13 · p13_r03 at eq sps
- EL. 185.47Elevationp13 · p13_r03 at eq sps
- EL. 185.62Elevationp13 · p13_r03 at eq sps
- 2-#12Reinforcement quantityp13 · p13_r03 at eq sps
- 4-#11Reinforcement quantityp13 · p13_r03 at eq sps
- 2-#15AReinforcement quantityp13 · p13_r03 at eq sps
- 7-#11Reinforcement quantityp13 · p13_r03 at eq sps
- 2-#15BReinforcement quantityp13 · p13_r03 at eq sps
- 2-#15CReinforcement quantityp13 · p13_r03 at eq sps
- 44’-1¹⁄₁₆”Overall lengthp13 · p13_r03 at eq sps
- 10″Pile-to-face offsetp13 · p13_r02
- 10″Typical pile-to-face offsetp13 · p13_r02
Notes on the sheets that carry it
- p1CHAIN LINK WIRE FENCE, TYP.
- p1FRONT FACE OF WALL NO.1
- p1FRONT FACE OF WALL NO.2
- p1EL. 151.00, TYP.
- p1APPROXIMATE EXISTING GROUNDLINE
- p1FUTURE GROUNDLINE
- p134-#10 OVER EACH PILE
- p132-#15A, TYP.
- p134-#11 AT EQ. SPACES
- p137-#11 AT EQ. SPS. TYP. EA. BAY
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r07Elevation
- pile cap×2rectangularOne shown at each interior bent.
192’-0” *** ft-in TOTAL LENGTH OF BRIDGE55’-0” *** ft-in span length82’-0” *** ft-in span length55’-0” *** ft-in span length151.00 elevation
Page 13
p13_r02 at eq spsElevation
- pile cap×1long rectangular member with stepped/sloping top profileContinuous member shown supported on piles.
EL. 189.16 ElevationEL. 189.23 ElevationEL. 185.75 ElevationEL. 185.65 ElevationEL. 185.52 ElevationEL. 185.39 ElevationEL. 185.26 ElevationEL. 185.10 Elevation+17 more
p13_r03 at eq spsElevation
- pile cap×1long rectangular, stepped/sloped topreinforced concreteContinuous member shown spanning between pile locations.
EL. 188.03 ElevationEL. 188.10 ElevationEL. 184.75 ElevationEL. 184.96 ElevationEL. 185.13 ElevationEL. 185.30 ElevationEL. 185.47 ElevationEL. 185.62 Elevation+21 more
p13_r02Elevation
- pile cap / continuous cap beam×1long continuous member with sloping top and bottom facesreinforced concreteSupported on visible piles; reinforcing-bar callouts are shown.
EL. 189.16 ElevationEL. 189.23 ElevationEL. 185.75 ElevationEL. 185.65 ElevationEL. 185.52 ElevationEL. 185.39 ElevationEL. 185.26 ElevationEL. 185.10 Elevation+17 more