Trenton Dam: Constructed 1949-1953 |
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... contract administration and survey work . All phases of construction are discussed in chapter V. Chapter VI is devoted to test installations . This technical record was prepared in the Commissioner's Office , Denver , under the ...
... contract administration and survey work . All phases of construction are discussed in chapter V. Chapter VI is devoted to test installations . This technical record was prepared in the Commissioner's Office , Denver , under the ...
Page ii
... 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 55 ( a ) Foundation work 55 ( b ) Completion work 55 38 . 39 ...
... 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 55 ( a ) Foundation work 55 ( b ) Completion work 55 38 . 39 ...
Page iii
... contract I2r - 18601 , specifications No. 2689 90 C. D. E. F. G. H. Pay item breakdown for contract I2r - 19084 , specifications No. 3047 Cost of test installations Allowable stresses used in gate design Design criteria List of ...
... contract I2r - 18601 , specifications No. 2689 90 C. D. E. F. G. H. Pay item breakdown for contract I2r - 19084 , specifications No. 3047 Cost of test installations Allowable stresses used in gate design Design criteria List of ...
Page 5
... contracts Other Government - furnished materials 4,299 898,996 133,991 2,263 , 333 2,997,568 51,176 214,072 854 , 156 10,812 , 229 Total direct costs Indirect Costs Preliminary surveys and investigations Designs , specifications , contract ...
... contracts Other Government - furnished materials 4,299 898,996 133,991 2,263 , 333 2,997,568 51,176 214,072 854 , 156 10,812 , 229 Total direct costs Indirect Costs Preliminary surveys and investigations Designs , specifications , contract ...
Page 10
... contract 2750 39.5 Outline of SECTION 1-1 Dam E. 99,000 2780 2800 2800 SILT , with very fine sand 2780 21 21 200 E.99,000 VERTICAL SCALE OF FEET 42,000N- 2800 -2000- · 1020 APPROXIMATE LIMITS OF SOUTH BORROW AREA 38,000 N 8793 2775 8775 ...
... contract 2750 39.5 Outline of SECTION 1-1 Dam E. 99,000 2780 2800 2800 SILT , with very fine sand 2780 21 21 200 E.99,000 VERTICAL SCALE OF FEET 42,000N- 2800 -2000- · 1020 APPROXIMATE LIMITS OF SOUTH BORROW AREA 38,000 N 8793 2775 8775 ...
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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