Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 14
Page 7
... consisted of hand auger holes , core drill holes , penetration 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 ...
... consisted of hand auger holes , core drill holes , penetration 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 ...
Page 11
... consisted of two ridges divided by a dry wash and comprised an area about 3,500 feet square . The loca- tions of borrow areas are indicated in figure 5 . The north borrow areas were explored with hand auger holes , power drill holes ...
... consisted of two ridges divided by a dry wash and comprised an area about 3,500 feet square . The loca- tions of borrow areas are indicated in figure 5 . The north borrow areas were explored with hand auger holes , power drill holes ...
Page 22
... consisted of selected material from dam foundation and structure excavations . The locations of the various zones are shown on figure 8 . The embankment design was initially based on the use of approximately 750,000 cubic yards of zone ...
... consisted of selected material from dam foundation and structure excavations . The locations of the various zones are shown on figure 8 . The embankment design was initially based on the use of approximately 750,000 cubic yards of zone ...
Page 53
... consisting of brass caps set in concrete were placed in the ground so that ap- proximately 4 inches protruded above ground . The station , offset from centerline or coordinate , and the elevation were stamped on the brass cap of each ...
... consisting of brass caps set in concrete were placed in the ground so that ap- proximately 4 inches protruded above ground . The station , offset from centerline or coordinate , and the elevation were stamped on the brass cap of each ...
Page 54
... consisted either of 2- by 2 - inch oak stakes or 3 / 4 - inch round reinforcement bars driven flush with the ground surface . The temporary monuments were guarded with flags and guard stakes . Elevation and coordinate information was ...
... consisted either of 2- by 2 - inch oak stakes or 3 / 4 - inch round reinforcement bars driven flush with the ground surface . The temporary monuments were guarded with flags and guard stakes . Elevation and coordinate information was ...
Other editions - View all
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