Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 12
Page iii
... grouting 69 71 71 74 74 74 D. Gate Installations 58 . High - pressure gates 75 59 . Radial gates 75 ( a ) Painting 75 CHAPTER VI --- TEST INSTALLATIONS 60 . Purpose 61 . Piezometer installation 62. Settlement installations 22223 77 77 ...
... grouting 69 71 71 74 74 74 D. Gate Installations 58 . High - pressure gates 75 59 . Radial gates 75 ( a ) Painting 75 CHAPTER VI --- TEST INSTALLATIONS 60 . Purpose 61 . Piezometer installation 62. Settlement installations 22223 77 77 ...
Page 30
... grout outlets at 6'crs . horizontally 6 " Gravel blanket- Vent return- Preformed fillers special Type 2 metal compaction ... Assumed top of shale .. sealing strip EL2738.00 El 2705- 414 Formed drain 260 E Highway bridge Sta 30 + 00.00 ...
... grout outlets at 6'crs . horizontally 6 " Gravel blanket- Vent return- Preformed fillers special Type 2 metal compaction ... Assumed top of shale .. sealing strip EL2738.00 El 2705- 414 Formed drain 260 E Highway bridge Sta 30 + 00.00 ...
Page 31
... grout risers " Grout outlets EL 2785.00 Float well Bearing block 8-0 Pier- Pier- SECTION C - C SECTION D D SECTION E - E Figure 13. --Spillway gate structure -- Crest , pier and bridge details . ( Sheet 2 of 2. ) From drawing 328 - D ...
... grout risers " Grout outlets EL 2785.00 Float well Bearing block 8-0 Pier- Pier- SECTION C - C SECTION D D SECTION E - E Figure 13. --Spillway gate structure -- Crest , pier and bridge details . ( Sheet 2 of 2. ) From drawing 328 - D ...
Page 42
... grout or comparable Sta 22 + 50.00 on Main cut - off trench , excavated under previous contract equals Sta 4 + 00.00 on Accessory cut - off trench and Sta 4 + 00.00 on of outlet works- --Sta 2 + 840 El 2720.5 EL 2710 00 -100 ' - 0 ...
... grout or comparable Sta 22 + 50.00 on Main cut - off trench , excavated under previous contract equals Sta 4 + 00.00 on Accessory cut - off trench and Sta 4 + 00.00 on of outlet works- --Sta 2 + 840 El 2720.5 EL 2710 00 -100 ' - 0 ...
Page 47
... Grouting Coul HEAD Grouting Coulk JAMB Coulk . Grouting SILL WINDOW DETAIL Opening ht = 7-2- HEAD --Expansion anchor 25 JAMB -Metal threshold SILL DOOR OPENING DETAIL Tubular frame Head Caulk Shims 27 Continuous Screen Caulk flange ...
... Grouting Coul HEAD Grouting Coulk JAMB Coulk . Grouting SILL WINDOW DETAIL Opening ht = 7-2- HEAD --Expansion anchor 25 JAMB -Metal threshold SILL DOOR OPENING DETAIL Tubular frame Head Caulk Shims 27 Continuous Screen Caulk flange ...
Other editions - View all
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