Trenton Dam: Constructed 1949-1953 |
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Page iii
... steel 52 . Forms 53 . 54 . 55 . 56 . 57 . 67 69 Batching and mixing Control Placement ( a ) Cold weather operations Curing Contraction joint grouting 69 71 71 74 74 74 D. Gate Installations 58 . High - pressure gates 75 59 . Radial ...
... steel 52 . Forms 53 . 54 . 55 . 56 . 57 . 67 69 Batching and mixing Control Placement ( a ) Cold weather operations Curing Contraction joint grouting 69 71 71 74 74 74 D. Gate Installations 58 . High - pressure gates 75 59 . Radial ...
Page 9
... 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 exploratory holes in Trenton Dam foundation area ...
... 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 exploratory holes in Trenton Dam foundation area ...
Page 22
... steel radial gates for flood control and two 6- by 7.5- foot gated sluiceways for river control . A 266 - foot - wide channel extends from the end of the spillway stilling basin a distance of about 1 mile downstream to the river channel ...
... steel radial gates for flood control and two 6- by 7.5- foot gated sluiceways for river control . A 266 - foot - wide channel extends from the end of the spillway stilling basin a distance of about 1 mile downstream to the river channel ...
Page 27
... steel platform , spanning the piers beneath the highway bridge , is provided for gate hoisting machinery . River outlets are located at the base of the intermediate piers and pass through the crest structure . To keep hydraulic losses ...
... steel platform , spanning the piers beneath the highway bridge , is provided for gate hoisting machinery . River outlets are located at the base of the intermediate piers and pass through the crest structure . To keep hydraulic losses ...
Page 29
... steel cover Crown El 2793.17 Expansion joint 9 at crown 46 " Fillet -Bridge abutment retaining walls -6 " Fillet Crown El 2793.17 SECTION F - F 11.0 15 CONORRHO EL 2741.00 El 2790.00 ! Preformed joint filler-- 24 " Limits of special ...
... steel cover Crown El 2793.17 Expansion joint 9 at crown 46 " Fillet -Bridge abutment retaining walls -6 " Fillet Crown El 2793.17 SECTION F - F 11.0 15 CONORRHO EL 2741.00 El 2790.00 ! Preformed joint filler-- 24 " Limits of special ...
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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