Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page 18
... blanket -2750 2775 . 2800 . Area excavated 2 ' below neat line and backfilled with waste shale c . Sta . 22 + 75.22 2750 6 2725 YUS Highway 34 Telegraph line- Dam embankment : Stripping line Riprap on gravel blanket 3 " Crown 2.35 : 1 ...
... blanket -2750 2775 . 2800 . Area excavated 2 ' below neat line and backfilled with waste shale c . Sta . 22 + 75.22 2750 6 2725 YUS Highway 34 Telegraph line- Dam embankment : Stripping line Riprap on gravel blanket 3 " Crown 2.35 : 1 ...
Page 19
... Blanket Zone material rolled in 6 - inch layers Assumed top of pervious layer Assumed shale surface Original ground surface- Polled embankment . 24 Special compaction- Spillway ( 2'Riprap SECTION A - A Dumped riprap Temporary drainage ...
... Blanket Zone material rolled in 6 - inch layers Assumed top of pervious layer Assumed shale surface Original ground surface- Polled embankment . 24 Special compaction- Spillway ( 2'Riprap SECTION A - A Dumped riprap Temporary drainage ...
Page 21
... blanket to El 2760 diminishing to 2 riprap on 12 " blanket at crest . Mox WS . El 2785 -Seeding on 12 " topsoil Nor W. SE 2752 El 2760- EI . 2710 31 Min WS . El 2710- 6:18 1-204 El 2725 100 10 - EI 2760 El 2735 EL 2710 10 : 1 2700 2680L ...
... blanket to El 2760 diminishing to 2 riprap on 12 " blanket at crest . Mox WS . El 2785 -Seeding on 12 " topsoil Nor W. SE 2752 El 2760- EI . 2710 31 Min WS . El 2710- 6:18 1-204 El 2725 100 10 - EI 2760 El 2735 EL 2710 10 : 1 2700 2680L ...
Page 28
... blanket 15 " Lining E 2741.00 -Sta 30+ 09.67 axis of abutment River outlet control house- . Sta 30 + 54 for reservoir level gage 016-0'Air shaft Crest El 2743.00 Lit Batter per foot- Varies Sta . 29 + 67.44 34-6 Flood - out opening- EL ...
... blanket 15 " Lining E 2741.00 -Sta 30+ 09.67 axis of abutment River outlet control house- . Sta 30 + 54 for reservoir level gage 016-0'Air shaft Crest El 2743.00 Lit Batter per foot- Varies Sta . 29 + 67.44 34-6 Flood - out opening- EL ...
Page 29
... blanket -El 2705.0 Sta 86 +69.65 15 " Av . 12 Min El 2725.67 4-0 · 19020-020'0 " 20-0 ° 20 ' - 0 " 20 ' - 0 " -20 ' - 0 " - Apply protective coating to freshly exposed excavated surfaces where directed- SECTION A - A AL Pier- Crown El ...
... blanket -El 2705.0 Sta 86 +69.65 15 " Av . 12 Min El 2725.67 4-0 · 19020-020'0 " 20-0 ° 20 ' - 0 " 20 ' - 0 " -20 ' - 0 " - Apply protective coating to freshly exposed excavated surfaces where directed- SECTION A - A AL Pier- Crown El ...
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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