to right of way. This low total right of way cost is in part due to donations of land for the approaches.
Lands for rights of way were donated by:
The Peninsula Industrial Company; C. C. Colt, President.
The Riverton Land Company; B. V. Jones, President.
The Portland Railway, Light and Power Company; Franklin C. Griffiths, President.
The heirs of Fink and Stafford estate.
QUANTITIES
The following are the quantities in the various portions of the completed structure as calculated for the making of final payments to the contractors:
I.
COLUMBIA RIVER BRIDGE
(a) SUBSTRUCTURE—CONTRACT No. 7
Concrete in shafts and copings of all piers and buried piers above the tops of bases ___________________ —5,354.6 cubic yards
Reinforcing metal in piers and buried picrs _____________ _-96,960 pounds
Mass in bases of piers from the bottom of base to top of base __________________________________ __15,806.7 cubic yards
Mass in bases of buried piers, from bottom of base to
top of base _ _ _ . _ . _ _ . . _ _ _ . . . . _ . . . . . _ _ _ _ _ . _ _ . _ _ . _ "467.6 cubic yards
Piles below the bottoms of bases of piers and buried piers _ _ _ _ _ . _ _ _ _ . _ . _ _ _ _ _ _ . _ . _ _ _ _ . _ _ _ . _ _ . _ _ _ _ _ _ _ _ __78,826 lineal feet
Riprap stone deposited about piers _ . _ _ _ _ _ _ _ . _ _ _ _ _ _ . __10,604 cubic yards
For temporary use during construction, the following:
Piles in dolphins for ferry landings for Portland Railway, Light and Power Company's ferry, and piles under runways for said ferry ................ _ -19,672 lineal feet
Timber and lumber in temporary ferry landings and in runways for same _ _ _ _ _ . _ _ _ _ _ _ _ _ . . . _ "298.600 feet board measure
(b) SUPERSTRUCTURE—CONTRACTS Nos. 1, 2 AND 11.
Metal in truss and girder spans _ _ . . _ _ _ . _ _ _ _ . _ . _ _ _ _ _ "12,914,084 pounds
Metal in towers and counterweights _ _ . _ _ _ _ _ . . _ _ _ _ _ . _- 823,841 pounds
Street car rails, fastenings, etc _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ 621,360 pounds
Machinery and wire ropes _ _ _ _ _ _ _ . . _ _ _ _ _ _ _ . _ . _ _ _ _ _ . __ 356,698 pounds
Concrete in counterweights . _ _ _ _ . . _ _ _ _ _ _ _ _ _ _ _ . . _ _ . _ _ —589.2 cubic yards Roadway slab and bitulithic paving between outer faces of curbs _ _ _ _ . . _ . _ _ _ _ _ . _ _ . _ _ . _ . . _ . _ _ _ . . -_15,316.6 square yards
Net area of sidewalk slab outside of outer face of curb _ _ _ _ _ _ _ . . _ . _ _ . . _ _ _ _ _ _ _ . _ . . . _ _ . . . . . _ _ _ .—2,417.7 square yards
Concrete in railings and ornamental posts . _ . . _ _ _ _ _ . . _ . "84.3 cubic yards
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