Trenton Dam: Constructed 1949-1953 |
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Page ii
... Completion work 55 38 . 39 . ( c ) Railroad earthwork , etc. ( d ) Superstructures for bridges ( e ) Tracklaying and railroad facilities ( f ) Highway relocation Principal supply contracts Housing ( a ) Houses ( b ) Pipe for water and ...
... Completion work 55 38 . 39 . ( c ) Railroad earthwork , etc. ( d ) Superstructures for bridges ( e ) Tracklaying and railroad facilities ( f ) Highway relocation Principal supply contracts Housing ( a ) Houses ( b ) Pipe for water and ...
Page iv
... Completed spillway structure viewed from right side of stilling basin 26 12 Spillway gate structure and nonoverflow abutment sections 28 13 Spillway gate structure -- Crest , pier and bridge details 30 14 General installation of 42- by ...
... Completed spillway structure viewed from right side of stilling basin 26 12 Spillway gate structure and nonoverflow abutment sections 28 13 Spillway gate structure -- Crest , pier and bridge details 30 14 General installation of 42- by ...
Page v
... completed to bedrock 62 28 A side - elevating loader in operation in South borrow area 62 29 Embankment placing operations 64 30 Dumping riprap rock on an 18 - inch layer of crushed rock blanket 64 33 33 33 31 Panels for forming ...
... completed to bedrock 62 28 A side - elevating loader in operation in South borrow area 62 29 Embankment placing operations 64 30 Dumping riprap rock on an 18 - inch layer of crushed rock blanket 64 33 33 33 31 Panels for forming ...
Page 11
... completed during April 1949. The railroad company approved the relocated line in October 1949 . Final plans and specifications were submitted to the railroad company in April 1950 and approved during June 1950. The selected route is ...
... completed during April 1949. The railroad company approved the relocated line in October 1949 . Final plans and specifications were submitted to the railroad company in April 1950 and approved during June 1950. The selected route is ...
Page 17
... completed to elevation 2760 , and construction of the spillway had advanced to such a stage that it could be used for diversion . Berm E1.2710 . Waste area . 3 Dumped riprop El 17 (a) Tailwater computations Economic and other ...
... completed to elevation 2760 , and construction of the spillway had advanced to such a stage that it could be used for diversion . Berm E1.2710 . Waste area . 3 Dumped riprop El 17 (a) Tailwater computations Economic and other ...
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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