Trenton Dam: Constructed 1949-1953 |
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Page 14
... designed the relocated highway in conformance with modern standards at a cost exceeding that of a replacement in kind . All of these additional costs were to be borne by the State . An inventory , includ- ing photographs of the existing ...
... designed the relocated highway in conformance with modern standards at a cost exceeding that of a replacement in kind . All of these additional costs were to be borne by the State . An inventory , includ- ing photographs of the existing ...
Page 17
... designed for increasing heights of embankment as in the gravity abutment section design . This was the scheme adopted in the final design . Consideration was also given to schemes combining the river outlets with the spillway in place ...
... designed for increasing heights of embankment as in the gravity abutment section design . This was the scheme adopted in the final design . Consideration was also given to schemes combining the river outlets with the spillway in place ...
Page 23
... designed with a 4 - foot minimum depth below the ground surface . The drain was constructed with open joints and embedded in graded gravel and selected sand . Coarse material was placed adjacent to the drain to form a filter and prevent ...
... designed with a 4 - foot minimum depth below the ground surface . The drain was constructed with open joints and embedded in graded gravel and selected sand . Coarse material was placed adjacent to the drain to form a filter and prevent ...
Page 24
... , and J - J , only Structural design based on a minimum compressive . strength of 3000 lbs . per sq . in at 28 days . Highway bridge designed for H - 20 S 16-44 loading . ཤཥ 0-992 NWS . EL 2752.0 E. 2760.0- Spillway crest El 274300-3. 24.
... , and J - J , only Structural design based on a minimum compressive . strength of 3000 lbs . per sq . in at 28 days . Highway bridge designed for H - 20 S 16-44 loading . ཤཥ 0-992 NWS . EL 2752.0 E. 2760.0- Spillway crest El 274300-3. 24.
Page 27
... designed for supporting a bridge subjected to an H20- S16-44 loading and 30 percent impact , and an ice load of 1,000 pounds per foot of width of column applied at midheight . - 17. Gate and Bridge Supporting Structure . The gate and ...
... designed for supporting a bridge subjected to an H20- S16-44 loading and 30 percent impact , and an ice load of 1,000 pounds per foot of width of column applied at midheight . - 17. Gate and Bridge Supporting Structure . The gate and ...
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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