QUANTITIES AND MATERIALS USED
| Cubic yds. excavation in river caissons… |
26,900
|
| Cubic yds. of earthwork……………………. |
234,000
|
| Cubic yds. of concrete……………………… |
39,860
|
| Square feet of Timber Mattresses……….. |
300,000
|
| Square yds. of concrete
rip-rap………….. |
9300 |
| Tons of steel "H" Piling…………………… |
1,950 |
| Tons of reinforced steel…………………… |
2,235 |
| Tons of structural steel……………………. |
10,725 |
| Lineal feet of wood piling………………… |
94,000 |
MISCELLANEOUS
| Width of Roadway………………………… |
24 Feet |
| Width of Sidewalks……………………….. |
18 Inches |
| Thickness of Deck Slab…………………. |
7 Inches |
| Height of Curb…………………………….. |
10 Inches |
| Height of Hand
Rail……………………… |
42 Inches |
Height
of Trusses above
Piers 11 and 12…………………………….. |
110 Feet |
Approximate
Bearing on River Piers:
1.5 Ton Per Square Foot
|
Compliments of:
Massman Construction Co.
Frank V. Ragsdale
American Bridge Company
Ash-Howard-Needles and Tammen
Virginia Bridge Co. |
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Click for larger image |
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