Trenton Dam: Constructed 1949-1953 |
From inside the book
Page i
... bridge supporting structure ( a ) Design considerations ( b ) Reinforcement design 18 . Chute and stilling basin 19 . 20 . 21 . 22 . 23 . 24 . ( a ) Floors ( b ) Walls ( c ) Drains 42- by 30 - foot radial gates ( a ) Design stresses ...
... bridge supporting structure ( a ) Design considerations ( b ) Reinforcement design 18 . Chute and stilling basin 19 . 20 . 21 . 22 . 23 . 24 . ( a ) Floors ( b ) Walls ( c ) Drains 42- by 30 - foot radial gates ( a ) Design stresses ...
Page ii
... Bridges and culverts 52 ( b ) Roadbed 52 222 CHAPTER IV -- CONTRACT ADMINISTRATION AND SURVEY WORK 35 . Government organization ( a ) Laboratory ( b ) Surveying 333 53 53 53 36 . Safety 54 Reservoir clearing 38 . 39 . 40 . 41 . ( c ) ...
... Bridges and culverts 52 ( b ) Roadbed 52 222 CHAPTER IV -- CONTRACT ADMINISTRATION AND SURVEY WORK 35 . Government organization ( a ) Laboratory ( b ) Surveying 333 53 53 53 36 . Safety 54 Reservoir clearing 38 . 39 . 40 . 41 . ( c ) ...
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 CHICAGO -Concrete Boot Lounching Romp R. 34 W. R. 33 W. 350 + 00 31 RELOCATED HIGHWAY 9750 ABANDONED QUINCY 314 ( ABANDONEET US 34 BURLINGTON AND 315 COUNTY ROAD ABANDONED RELOCATED COUNTY ROAD- 22 23 24 H 32 County ...
... Bridge left in place CHICAGO -Concrete Boot Lounching Romp R. 34 W. R. 33 W. 350 + 00 31 RELOCATED HIGHWAY 9750 ABANDONED QUINCY 314 ( ABANDONEET US 34 BURLINGTON AND 315 COUNTY ROAD ABANDONED RELOCATED COUNTY ROAD- 22 23 24 H 32 County ...
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 ...
Other editions - View all
Common terms and phrases
accessory cut-off trench acre-feet Approach channel Axis backfill Berm blanket Blockout BUREAU OF RECLAMATION canal outlet centerline channel capacity coarse concrete conduit construction Contraction joint Counterweight crushed rock cutoff trench dam embankment designed discharge drain outlet emergency gate chamber Expansion joint Figure Float flood control floor gate structure gravel ground surface Grouted high-pressure gate Highway bridge holes horizontal hydraulic hydrostatic head inlet installed intake structure Limits of special load located loess material maximum Metal Nebr NORTH BORROW AREA Pierre shale piezometer Pipe handrail PROJ Radial gate railroad reinforcement relocation Republican River reservoir water surface riprap River outlet Rolled embankment SCALE OF FEET second-feet SECTION A-A Settlement point Shale surface Sheet SILT silty slope special compaction spillway crest spillway gates spillway structure steel stilling basin Stoplog storage Sump Sump pump surface at elevation surfaces where directed Trashrack structure Trenton Dam upstream vertical walls water surface elevation