STATISTICS OF THE CARL SCHURZ BRIDGE
In the construction of this Two Way Class 40, One Way Class 70 semi-permanent highway bridge 1,544 feet long, 34 feet wide, the following materials were used:
20,710 feet of 16 inches tubular steel pile driven to an average penetration of 35 feet. 22 piers of 14 piles each
8,000 feet of wide flange stringer beams consisting of 114 beams average length 70 feet, depth 39 inches
2,410 feet wide flange pile cap beams depth 20 inches
23,825 feet of 6 inch steel channel for pile bracing
15,748 linear feet of (1/4 to 3/4 inch welding beads)
508,820 board feet of lumber used in decking, flooring, walk ways and hand rails
7,700 lbs of nails
Heavy equipment consisted of the following:
|