Matched toPile Capbridge.foundation_system.deep_foundation.pile_capon “Pile Cap”
| The class asks for | Unit | A reading with that name | From |
|---|---|---|---|
| LengthL | m/mm | 44'-1 1/16" | p13 · p13_r02 at eq sps |
| WidthW | m/mm | no reading by that name | |
| ThicknessT | m/mm | no reading by that name | |
| Instance CountN | count | no reading by that name | |
| Concrete Gradefck | — | no reading by that name | |
| Top LevelTOL | 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.
Every dimension read for it17
- 189.16EL left abutment topnot attributedp13 · p13_r02 at eq sps
- 189.23EL near left abutment topnot attributedp13 · p13_r02 at eq sps
- 185.75EL deck center near Anot attributedp13 · p13_r02 at eq sps
- 185.65EL deck midspannot attributedp13 · p13_r02 at eq sps
- 185.52EL deck midspannot attributedp13 · p13_r02 at eq sps
- 185.39EL deck midspannot attributedp13 · p13_r02 at eq sps
- 185.26EL deck midspannot attributedp13 · p13_r02 at eq sps
- 185.10EL deck midspannot attributedp13 · p13_r02 at eq sps
- 188.39EL right abutment topnot attributedp13 · p13_r02 at eq sps
- 188.45EL far right topnot attributedp13 · p13_r02 at eq sps
- 183.75EL interior piernot attributedp13 · p13_r02 at eq sps
- 182.98EL interior pier rightnot attributedp13 · p13_r02 at eq sps
- 2'-10 1/8"2'-10 1/8"not attributedp13 · p13_r02 at eq sps
- 10"10" (bay spacing)not attributedp13 · p13_r02 at eq sps
- 7'-7 1/16"7'-7 1/16"not attributedp13 · p13_r02 at eq sps
- 44'-1 1/16"44'-1 1/16" total lengthnot attributedp13 · p13_r02 at eq sps
- 3'-3 5/8"3'-3 5/8"not attributedp13 · p13_r02 at eq sps
Notes on the sheets that carry it
- p14I. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS.
- p142. BARS 422 NOT SHOWN.
- p143. EXTEND BARS I12IA 3'-6" INTO CAP.
- p14* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
Every crop it was read in — the drawing beside what the model took off it
Page 13
p13_r02 at eq spsElevation
- Pile caprectangularreinforced concretecaps atop piles
189.16 EL left abutment top189.23 EL near left abutment top185.75 EL deck center near A185.65 EL deck midspan185.52 EL deck midspan185.39 EL deck midspan185.26 EL deck midspan185.10 EL deck midspan+9 more
Page 14
p14_r02 title blockElevation
- PILE CAP×1rectangular blockreinforced concretebeneath deck, supports piles