Trenton Dam: Constructed 1949-1953 |
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... test installations . This technical record was prepared in the Commissioner's Office , Denver , under the direction of the Assistant Commissioner and Chief Engineer . Acknowledgment is gratefully made to the designers and field ...
... test installations . This technical record was prepared in the Commissioner's Office , Denver , under the direction of the Assistant Commissioner and Chief Engineer . Acknowledgment is gratefully made to the designers and field ...
Page iii
... TEST INSTALLATIONS 60 . Purpose 61 . Piezometer installation 62. Settlement installations 22223 77 77 82 APPENDIXES 83 A. Cost summary B. Pay item breakdown for contract I2r - 18601 , specifications No. 2689 90 C. D. E. F. G. H. Pay ...
... TEST INSTALLATIONS 60 . Purpose 61 . Piezometer installation 62. Settlement installations 22223 77 77 82 APPENDIXES 83 A. Cost summary B. Pay item breakdown for contract I2r - 18601 , specifications No. 2689 90 C. D. E. F. G. H. Pay ...
Page iv
... test holes 6 Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) 8 10 12 7 Flood routing curves 16 8 Trenton Dam -- General plan and sections 18 9 Spillway plan and sections 24 10 Downstream face ...
... test holes 6 Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) 8 10 12 7 Flood routing curves 16 8 Trenton Dam -- General plan and sections 18 9 Spillway plan and sections 24 10 Downstream face ...
Page 7
... tests , water - pressure jetting holes , and test pits . During the exploratory period , extending to January 1951 , 49 , 176 linear feet of core drill , water - pressure jet , and hand auger holes were drilled and 316 linear feet of 4 ...
... tests , water - pressure jetting holes , and test pits . During the exploratory period , extending to January 1951 , 49 , 176 linear feet of core drill , water - pressure jet , and hand auger holes were drilled and 316 linear feet of 4 ...
Page 9
... test pits . Shale surface determined by ramming D. steel rod from bottom of jet hole Groundwater elevation at given date . SAND , silty , medium 200 SCALE OF FEET HORIZONTAL 600 80 100 150 SCALE OF FEET VERTICAL Figure 4. --Plan of ...
... test pits . Shale surface determined by ramming D. steel rod from bottom of jet hole Groundwater elevation at given date . SAND , silty , medium 200 SCALE OF FEET HORIZONTAL 600 80 100 150 SCALE OF FEET VERTICAL Figure 4. --Plan of ...
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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