Third biennial report of the Oregon State Highway Commission : $b covering the period December 1st, 1916 to November 30th, 1918Benson, Simon
History
Third biennial report of the Oregon State Highway Commission : $b covering the period December 1st, 1916 to November 30th, 1918
Benson, Simon
Highway engineering -- Oregon -- History; Water resources development -- Systems engineering -- Oregon -- History
Engineering $ 4,074.19
Material furnished by State for Concrete Half Viaduct 200.50
Guarding O.-W. R. R. & N. Tracks 804.57
Contract Construction Work as follows:
Common Excavation, 2,669.5 cu. yds. at 39c $ 1,041.10
Intermediate Excavation, 17,109.4 cu. yds.
at 70c 11,976.58
Solid Rock Excavation, 79,213.3 cu. yds. at
$1.05 83,173.96
Overhaul per 100 lin. ft., 19,500 cu. yds. at 3c 585.00
12-inch Reinforced Concrete Pipe, 536 lin. ft.
at $1.75 938.00
18-inch Reinforced Concrete Pipe, 140 lin. ft. at
$2.25 315.00
Class C Concrete, 15.4 cu. yds. at $14.00 215.60
Rubble Masonry, 30 cu. yds. at $7.00 210.00
Force Account--
Connecting road with Morton 285.50
Covering sharp rocks with clay 106.48
Reinforced Concrete Viaduct at Ruthton Hill 1,362.51
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$100,209.73
Less 15 per cent retained pending completion of
contract 15,031.46
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Total payments to contractor to Nov. 30, 1918 $ 85,178.27
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Total expended to November 30, 1918 $ 90,257.53
[Illustration: ON THE COLUMBIA RIVER HIGHWAY IN HOOD RIVER COUNTY TWO
MILES EAST OF CASCADE LOCKS. GRADED AND GRAVELED IN 1917 AND 1918]
Macadamizing--Cascade Locks to Hood River
On July 4, 1918, a contract was awarded to A. D. Kern of eighteen miles
of gravel surfacing between Hood River and the Multnomah County Line on
the basis of cost plus fifteen per cent on labor and supplies and twelve
and one-half per cent on equipment; provided, that no percentage should
be paid on any cost over $50,000. This work also includes the building
of shoulders on the one mile of pavement built by S. Benson in 1916
adjacent to the Multnomah County Line. The gravel for this work was
taken from pits at Cascade Locks, Herman, Sonny and Hood River, was
loaded by steam shovels, screened at two of the pits and hauled by auto
trucks. As a result there is now a gravel surface between Hood River and
Cascade Locks. A total of 23,396 cubic yards was placed upon the road at
an average cost of $2.88 per cubic yard which represents total cost of
excavating, screening, hauling, spreading and rolling.
Hood River Bridge
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