Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 34
Page i
... bridge supporting structure 225 23 27 27 ( a ) Design considerations 32 ( b ) Reinforcement design 32 18 . Chute and stilling basin 32 ( a ) Floors 33 ( b ) Walls 33 19 . Spillway bridge 20 . 21 . 22 . ( c ) Drains 42- by 30 - foot ...
... bridge supporting structure 225 23 27 27 ( a ) Design considerations 32 ( b ) Reinforcement design 32 18 . Chute and stilling basin 32 ( a ) Floors 33 ( b ) Walls 33 19 . Spillway bridge 20 . 21 . 22 . ( c ) Drains 42- by 30 - foot ...
Page ii
... Bridges and culverts 52 ( b ) Roadbed 52 2223 CHAPTER IV -- CONTRACT ADMINISTRATION AND SURVEY WORK 35 . Government organization ( a ) Laboratory ( b ) Surveying 36. Safety 333 53 53 53 54 37 . A. Contracts Major construction contracts ...
... Bridges and culverts 52 ( b ) Roadbed 52 2223 CHAPTER IV -- CONTRACT ADMINISTRATION AND SURVEY WORK 35 . Government organization ( a ) Laboratory ( b ) Surveying 36. Safety 333 53 53 53 54 37 . A. Contracts Major construction contracts ...
Page iv
... bridge details 30 14 General installation of 42- by 30 - foot radial gate for spillway 35 15 Spillway radial gate hoist assembly 36 16 Spillway gate structure -- River outlet and gate control arrangement 38 17 Assembly and list of parts ...
... bridge details 30 14 General installation of 42- by 30 - foot radial gate for spillway 35 15 Spillway radial gate hoist assembly 36 16 Spillway gate structure -- River outlet and gate control arrangement 38 17 Assembly and list of parts ...
Page 12
... Bridge left in place 200-00- -250 + 00 35 2850 R. 34 W 33 W. 350 + 00 ( ABANDONED QUINCY ( ABANDONED ) RELOCATED 22 23 24 H 32 County Rood- 312 131 ° 05'10 1627.0 91418.88 33 RELOCATED RAILROAD- 9650 Access 19 21 Figure 6 .-- Railroad ...
... Bridge left in place 200-00- -250 + 00 35 2850 R. 34 W 33 W. 350 + 00 ( ABANDONED QUINCY ( ABANDONED ) RELOCATED 22 23 24 H 32 County Rood- 312 131 ° 05'10 1627.0 91418.88 33 RELOCATED RAILROAD- 9650 Access 19 21 Figure 6 .-- Railroad ...
Page 14
... bridge lengths were estimated from profiles . Unit costs were then applied to excavation , structures , and other items . ( c ) County Road . -- Nine miles of county road south of Swanson Reservoir were re- located . This relocation ...
... bridge lengths were estimated from profiles . Unit costs were then applied to excavation , structures , and other items . ( c ) County Road . -- Nine miles of county road south of Swanson Reservoir were re- located . This relocation ...
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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