Page:Final Report - The Columbia River Interstate Bridge.pdf/54



Concrete in shafts and copings of all piers and buried piers, above tops of bases _ _ _ _ _. . _ . . _ _ _ _ __1,634.3 cubic yards

Reinforcing metal in piers and buried piers _ _ _ _ _ _ _ _ _. . _ _ _ --25,742 pounds

Mass in bases of piers from the bottom of base to the top of base. . . . _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . _ . . . . _ . . _ _ _ _-2,356.1 cubic yards

Mass in bases of buried piers, from bottom of base to top of base ___________________________________ - - 394.0 cubic yards

Piles below bottom of bases of all piers and buried piers. _ _ _ _ _ _ _ _ _ _ _ . . _ _ . _ _ . . . _ . _ _ _ _ _ _ _ _ . . _ . _ . . _ _ . -_41,302 lineal feet

Riprap stone around piers _ _. . _ . _ _ _ _ . _ _ . . . _ _ _ _ _ _ . _ _ _ 6,549.8 cubic yards

Metal work in girder spans _________________________ _-2,631,300 pounds

Street car rails, fastenings, etc _____________________ __ 202,934 pounds

Roadway slab and bitulithic paving between outer faces of curbs _____________________________ --4,942.9 square yards

Net area of sidewalk slab outside of outer face of curb _ _ _ _ _ _ _. _ _ . . _ _ _ _ _ _ . . . _ _ _ . _ _ _ _ . . _ _ . _ _ _ . __ 656.2 square yards

Concrete in shafts and copings of all piers and buried piers above tops of bases _________________ --838.1 cubic yards

Reinforcing metal in piers _____________________________ "11,784 pounds

Mass in bases of piers from bottom of base to top of base _ _ _ _ _ _ _ _ _ _. _ _ _ _ . . . _ _ _ _ _ _ _ _ . . . _ _ _ _ _ _ _ _ . _ _ _ _ "704.9 cubic yards

Mass in bases of buried piers from bottom of base to top of base ______________________________________ --493.3 cubic yards

Piles below bottom of bases of all piers and buried piers _ _ _ _ _. _ _ . _ _ _ _ . _ _ _ _ . _ _ _ . _ _ _ _ _ _ _ _ _ _ _ . _ . . _ _ _ _ __13,366 lineal feet

Riprap stone around piers _ _ _ _ _ _ _ _ _ _ _ _. _ _ . _ _ _ . _ _ _ . _ . _-1,500 cubic yards

Metal work in girder spans ___________________________ _-600,440 pounds

Street car rails, fastenings, etc ________________________ __ 55,120 pounds

Roadway slab and bitulithic paving between outer faces of curbs _. _ . _ . _ . . . _ . _ _ _ . _ _ _ _ _ . _ . . _ . . . _ . --1,352.7 square yards

Net area of sidewalk slab outside of outer face of curb _ _ _ _ _ _. . . . . _ _ . _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ . _ _ _ _ _ . . . _ _ “179.4 square yards