Trenton Dam: Constructed 1949-1953 |
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Page iii
... 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 item breakdown for contract I2r - 19084 , specifications No. 3047 ...
... 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 item breakdown for contract I2r - 19084 , specifications No. 3047 ...
Page v
... settlement installation Settlement point installation details 79 80 CHAPTER I -- INTRODUCTION 1. General Description . - Trenton ◅
... settlement installation Settlement point installation details 79 80 CHAPTER I -- INTRODUCTION 1. General Description . - Trenton ◅
Page 23
... settlement of the foundation and consolidation of the embankment without a reduction in freeboard , a camber was provided over the crest length . From a maximum camber of 1.5 feet , anticipated settlement and consolidation at different ...
... settlement of the foundation and consolidation of the embankment without a reduction in freeboard , a camber was provided over the crest length . From a maximum camber of 1.5 feet , anticipated settlement and consolidation at different ...
Page 32
... settlement of the foundation will result . The following loading conditions were assumed : ( 1 ) No water in the reservoir and no uplift . ( 2 ) Reservoir water surface at elevation 2773.0 and no uplift . ( 3 ) Reservoir water surface ...
... settlement of the foundation will result . The following loading conditions were assumed : ( 1 ) No water in the reservoir and no uplift . ( 2 ) Reservoir water surface at elevation 2773.0 and no uplift . ( 3 ) Reservoir water surface ...
Page 41
... the intake structure to pro- duce sliding or overturning . For conditions of uneven settlement , the base pressure Limits of 5 impervious blanket PC Sta 790 69- Approach 41 Canal Outlet Works 25 General Intake structure.
... the intake structure to pro- duce sliding or overturning . For conditions of uneven settlement , the base pressure Limits of 5 impervious blanket PC Sta 790 69- Approach 41 Canal Outlet Works 25 General Intake structure.
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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