Trenton Dam: Constructed 1949-1953 |
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Page
... cost information . Chapter II is devoted to investigations of construction materials , and studies of railroad , highway , and county road relocations . Discussions on the de- sign of the dam , spillway and river outlets , canal outlet ...
... cost information . Chapter II is devoted to investigations of construction materials , and studies of railroad , highway , and county road relocations . Discussions on the de- sign of the dam , spillway and river outlets , canal outlet ...
Page i
... Cost CHAPTER II -- INVESTIGATIONS Page 1 5 11115 6 . General 7 . Construction materials ( a ) Earth materials 8 . ( b ) Riprap and rock - blanket materials Railroad , highway , and county road relocation studies ( a ) Railroad ( b ) ...
... Cost CHAPTER II -- INVESTIGATIONS Page 1 5 11115 6 . General 7 . Construction materials ( a ) Earth materials 8 . ( b ) Riprap and rock - blanket materials Railroad , highway , and county road relocation studies ( a ) Railroad ( b ) ...
Page iii
... Cost summary B. C. Pay item breakdown for contract 12r - 19084 , specifications No. 3047 Pay item breakdown for contract I2r - 18601 , specifications No. 2689 90 91 101 D. Cost of test installations 102 E. Allowable stresses used in ...
... Cost summary B. C. Pay item breakdown for contract 12r - 19084 , specifications No. 3047 Pay item breakdown for contract I2r - 18601 , specifications No. 2689 90 91 101 D. Cost of test installations 102 E. Allowable stresses used in ...
Page 1
... cost , and necessity for a protective dike at the head of the lake for the town of Trenton . Alternative sites west of Trenton were studied and a site 2 miles west of Trenton was finally selected as the best suited topographically and ...
... cost , and necessity for a protective dike at the head of the lake for the town of Trenton . Alternative sites west of Trenton were studied and a site 2 miles west of Trenton was finally selected as the best suited topographically and ...
Page 5
... . Engineering and inspection Administration and general expense Total indirect costs Total estimated cost 932,989 561,650 1,041,991 584,678 3,121,308 $ 21,351 , 128 5 CHAPTER II -- INVESTIGATIONS 6. General . - Exploration work Cost.
... . Engineering and inspection Administration and general expense Total indirect costs Total estimated cost 932,989 561,650 1,041,991 584,678 3,121,308 $ 21,351 , 128 5 CHAPTER II -- INVESTIGATIONS 6. General . - Exploration work Cost.
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Common terms and phrases
accessory cut-off trench acre-feet Approach channel Axis backfill Berm blanket Blockout BUREAU OF RECLAMATION canal outlet centerline channel capacity coarse concrete conduit construction Contraction joint Counterweight crushed rock cutoff trench dam embankment designed discharge drain outlet emergency gate chamber Expansion joint Figure Float flood control floor gate structure gravel ground surface Grouted high-pressure gate Highway bridge holes horizontal hydraulic hydrostatic head inlet installed intake structure Limits of special load located loess material maximum Metal Nebr NORTH BORROW AREA Pierre shale piezometer Pipe handrail PROJ Radial gate railroad reinforcement relocation Republican River reservoir water surface riprap River outlet Rolled embankment SCALE OF FEET second-feet SECTION A-A Settlement point Shale surface Sheet SILT silty slope special compaction spillway crest spillway gates spillway structure steel stilling basin Stoplog storage Sump Sump pump surface at elevation surfaces where directed Trashrack structure Trenton Dam upstream vertical walls water surface elevation