Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 6-10 of 31
Page 11
... Cost estimates for raising the railroad grade to the crest elevation of the dam . ( 2 ) Widening cut sections for additional borrow materials . ( 3 ) Stability of embankment . ( 4 ) Increased earthwork because of flattening fill slopes ...
... Cost estimates for raising the railroad grade to the crest elevation of the dam . ( 2 ) Widening cut sections for additional borrow materials . ( 3 ) Stability of embankment . ( 4 ) Increased earthwork because of flattening fill slopes ...
Page 14
... cost exceeding that of a replacement in kind . All of these additional costs were to be borne by the State . An inventory , includ- ing photographs of the existing highway , was made for record purposes and to aid in ne- gotiations ...
... cost exceeding that of a replacement in kind . All of these additional costs were to be borne by the State . An inventory , includ- ing photographs of the existing highway , was made for record purposes and to aid in ne- gotiations ...
Page 17
... Cost studies were limited to dam heights no greater than those fixed by the maximum allowable reservoir water sur- face elevation . ( a ) Tailwater Computations .-- A tailwater curve was computed for the Republican River below the dam ...
... Cost studies were limited to dam heights no greater than those fixed by the maximum allowable reservoir water sur- face elevation . ( a ) Tailwater Computations .-- A tailwater curve was computed for the Republican River below the dam ...
Page 55
... costs . An amendatory agreement of April 1 , 1952 , provided for a payment of $ 490,000 to the contractor for rescheduling ... cost of $ 5 , 570 , 631.71 . ( c ) Railroad Earthwork , etc .-- Earthwork and structures , except bridge super ...
... costs . An amendatory agreement of April 1 , 1952 , provided for a payment of $ 490,000 to the contractor for rescheduling ... cost of $ 5 , 570 , 631.71 . ( c ) Railroad Earthwork , etc .-- Earthwork and structures , except bridge super ...
Page 56
... cost not to exceed $ 1 , 056 , 000. The sum agreed represents the cost for rerouting and replacing in kind the existing highway . Work on the new highway started September 18 , 1950 , and completed in December 1951. Traf- fic was routed ...
... cost not to exceed $ 1 , 056 , 000. The sum agreed represents the cost for rerouting and replacing in kind the existing highway . Work on the new highway started September 18 , 1950 , and completed in December 1951. Traf- fic was routed ...
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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