Trenton Dam: Constructed 1949-1953 |
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Page 5
... railroad and highway relocations , by major groupings , as of August 28 , 1957. A breakdown of these groupings is shown as appendix A , and pay item breakdowns for the two principal specifications , Nos . 2689 and 3047 , are shown as ...
... railroad and highway relocations , by major groupings , as of August 28 , 1957. A breakdown of these groupings is shown as appendix A , and pay item breakdowns for the two principal specifications , Nos . 2689 and 3047 , are shown as ...
Page 7
... railroad fill , cu . yd . 32,000 ( 5 ) Gravel or crushed rock blanket For dam , cu . yd . 95,000 20,000 For relocated railroad fill , cu . yd . ( a ) Earth Materials . -- The flood plain area was investigated as a possible source of ...
... railroad fill , cu . yd . 32,000 ( 5 ) Gravel or crushed rock blanket For dam , cu . yd . 95,000 20,000 For relocated railroad fill , cu . yd . ( a ) Earth Materials . -- The flood plain area was investigated as a possible source of ...
Page 11
... Railroad , Highway , and County Road Relocation Studies . - ( a ) Railroad . -- Relocation studies for the Chicago , Burlington and Quincy Railroad were started in 1947 . These investigations included several routes having a combined ...
... Railroad , Highway , and County Road Relocation Studies . - ( a ) Railroad . -- Relocation studies for the Chicago , Burlington and Quincy Railroad were started in 1947 . These investigations included several routes having a combined ...
Page 12
... RAILROAD- 9650 Access 19 21 Figure 6 .-- Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) . ( Sheet 1 of 2. ) From drawing 328 - D - 999 . Ο 500 + 00 To Atwood , Kansas 2750 960p 2,000 2,000 ...
... RAILROAD- 9650 Access 19 21 Figure 6 .-- Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) . ( Sheet 1 of 2. ) From drawing 328 - D - 999 . Ο 500 + 00 To Atwood , Kansas 2750 960p 2,000 2,000 ...
Page 13
... Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) . ( Sheet 2 of 2. ) From drawing 328 - D - 999 . UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION MISSOURI RIVER BASIN PROJECT ...
... Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) . ( Sheet 2 of 2. ) From drawing 328 - D - 999 . UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION MISSOURI RIVER BASIN PROJECT ...
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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