Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page 5
... 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 appendixes B ...
... 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 appendixes B ...
Page 10
... Highway No 34 Relocation GOWA Spillway AHESE AHESI AHEET AHZZO AH229 E. 101,000 NORTH IN - 31 BORROW AREA- AM223 AMZZI ANZZO AHEIS JHITT HITS Proposed Trenton Dam access rood RR Sta 9696145 A206 Approximately 330,000 cubic yards of ...
... Highway No 34 Relocation GOWA Spillway AHESE AHESI AHEET AHZZO AH229 E. 101,000 NORTH IN - 31 BORROW AREA- AM223 AMZZI ANZZO AHEIS JHITT HITS Proposed Trenton Dam access rood RR Sta 9696145 A206 Approximately 330,000 cubic yards of ...
Page 11
... Highway , and County Road Relocation Studies . - ( a ) Railroad . -- Relocation studies for the Chicago , Burlington ... Highway . -- Studies for a relocation of U.S. Highway No. 34 were begun in April 1948. Several routes were studied ...
... Highway , and County Road Relocation Studies . - ( a ) Railroad . -- Relocation studies for the Chicago , Burlington ... Highway . -- Studies for a relocation of U.S. Highway No. 34 were begun in April 1948. Several routes were studied ...
Page 12
... HIGHWAY CHICAGO U.S. 34 BURLINGTON AND 315 COUNTY ROAD ( ADANDONED CABIN SITE COUNTY ROAD- C FLOWAGE EASEMENT AREA Width of R.R. Right of Way 312 -TRENTON DAM 2700 Public Use Recreational Area Future Meeker Driftwood Canal 16 --- U.S ...
... HIGHWAY CHICAGO U.S. 34 BURLINGTON AND 315 COUNTY ROAD ( ADANDONED CABIN SITE COUNTY ROAD- C FLOWAGE EASEMENT AREA Width of R.R. Right of Way 312 -TRENTON DAM 2700 Public Use Recreational Area Future Meeker Driftwood Canal 16 --- U.S ...
Page 13
... 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 FRENCHMAN ...
... 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 FRENCHMAN ...
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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