II.
OREGON SLOUGH BRIDGE
SUBSTRUCTURE—CONTRACT No. 9
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
SUPERSTRUCTURE—CONTRACTS Nos. 5, 6 AND 11
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
III.
COLUMBIA SLOUGH BRIDGE
SUPERSTRUCTURE——CONTRACT No. 9
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
SUPERSTRUCTURE—CONTRACTS Nos. 5, 6 AND 11
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
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