Trenton Dam: Constructed 1949-1953 |
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Page 1
... cost , and necessity for a protective dike at the head of the lake for the town of Trenton . Alternative sites west of ... amounts of clay and organic materials . It has low unit weight and varies considerably in density because of the ...
... cost , and necessity for a protective dike at the head of the lake for the town of Trenton . Alternative sites west of ... amounts of clay and organic materials . It has low unit weight and varies considerably in density because of the ...
Page 65
... quantity of impervious material was hauled in bottom - dump trucks and dumped in windrows ... unit weight of the heavy roller . The gravel and sand pervious zone was ... amount of water sprinkling was required . Topsoil was placed on the ...
... quantity of impervious material was hauled in bottom - dump trucks and dumped in windrows ... unit weight of the heavy roller . The gravel and sand pervious zone was ... amount of water sprinkling was required . Topsoil was placed on the ...
Page 90
... Quantity Item Work or material Amount Unit Unit cost Total cost 1 Diversion and care of river during construction and unwatering foundations Lump sum $ 5,000.00 2 Excavation , common , strip- ping borrow areas 127 , 150 cu yd . $ 0.18 ...
... Quantity Item Work or material Amount Unit Unit cost Total cost 1 Diversion and care of river during construction and unwatering foundations Lump sum $ 5,000.00 2 Excavation , common , strip- ping borrow areas 127 , 150 cu yd . $ 0.18 ...
Page 91
... Quantity by contractor Amount Unit Unit cost Total cost A. 1 Diversion and care of river during construction and unwatering foundations Excavate new main diver- sion channel and con- struct side dikes Lump 100 % sum 64,000 $ 64,000.00 B ...
... Quantity by contractor Amount Unit Unit cost Total cost A. 1 Diversion and care of river during construction and unwatering foundations Excavate new main diver- sion channel and con- struct side dikes Lump 100 % sum 64,000 $ 64,000.00 B ...
Page 92
... Quantity Amount Unit Unit cost 5 Excavation , shale for spill- way below elevation 2750 , over 150,000 cubic yards 6 Excavation , other than shale , for spillway below elevation 2750 , first 600,000 cubic yards Total cost 115,543 cu ...
... Quantity Amount Unit Unit cost 5 Excavation , shale for spill- way below elevation 2750 , over 150,000 cubic yards 6 Excavation , other than shale , for spillway below elevation 2750 , first 600,000 cubic yards Total cost 115,543 cu ...
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Common terms and phrases
abutment acre-feet aggregate backfill Berm blanket blockouts Brass Cap BUREAU OF RECLAMATION camber canal outlet cement centerline chute coarse concrete construction Contraction joint contractor control house crushed rock cubic yards cutoff trench dam embankment dam foundation designed discharge eleva emergency gate chamber Figure Float flood control gravel grout high-pressure gates Highway bridge Hitchcock County holes horizontal hydraulic hydrostatic head inlet intake structure layer Limits of special loads located loess material maximum metal Nebr north borrow operation pier Pierre shale piezometer Pipe handrail pounds per square pozzolan PROJ pump radial gate railroad reinforcement relocation Republican River reservoir water surface riprap River outlet Rolled embankment SCALE OF FEET second-feet Settlement point Shale surface SILT silty slope south borrow area special compaction specifications spillway structure steel stilling basin storage Sump Sump pump surface at elevation tests Trenton Dam upstream valve vertical walls water surface elevation
Popular passages
Page 51 - Design, Construction, Inspection and Repair of Unfired Pressure Vessels for Petroleum Liquids and Gases.
Page 99 - yd. cu. yd. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 94 - yd. cu. yd. cu. yd. cu. yd. Labor and materials by contractor Unit cost
Page 96 - ft. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 100 - cu. yd. Lump sum Lump sum Labor and materials by contractor Unit cost 2.00
Page 99 - 88 89 90 91 92 93 94 Property and pay item description Installing metal pipe, fittings, and valves less than 6 inches in diameter Installing metal pipe, fittings, and valves 6 inches
Page 25 - above the maximum water surface, to prevent the dam from being overtopped by waves. Factors influencing wave height and wave ride-up, including maximum wind velocity, direction and duration, offshore reservoir
Page 98 - ft. Ib. Ib. Ib. Ib. Ib. Ib. Ib. Labor and materials by contractor Unit cost