Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 18
Page 9
... HORIZONTAL 600 80 100 150 SCALE OF FEET VERTICAL Figure 4. --Plan of exploratory holes in Trenton Dam foundation area . ( Sheet 2 of 2. ) From drawing 328 - D - 993 . CB8Q RR Relocation AAH261 € 102,000 AM234 AH233 AMEZE AM224. 9.
... HORIZONTAL 600 80 100 150 SCALE OF FEET VERTICAL Figure 4. --Plan of exploratory holes in Trenton Dam foundation area . ( Sheet 2 of 2. ) From drawing 328 - D - 993 . CB8Q RR Relocation AAH261 € 102,000 AM234 AH233 AMEZE AM224. 9.
Page 10
... HORIZONTAL SCALE OF FEET E. 100,000 AHGES AM4I3 AH4SI AN745 AHTSI AH733 AM 734 AH738 AHBIZ APPROXIMATE LIMITS OF SOUTH BORROW AREA 21 SECTION 2-2 A.H. 232 EL 2802.0 SECTION 3-3 A.H. 228 EL 2806.0 A.H. 231 EL . 2800.0 AM777 AH446 AM445 ...
... HORIZONTAL SCALE OF FEET E. 100,000 AHGES AM4I3 AH4SI AN745 AHTSI AH733 AM 734 AH738 AHBIZ APPROXIMATE LIMITS OF SOUTH BORROW AREA 21 SECTION 2-2 A.H. 232 EL 2802.0 SECTION 3-3 A.H. 228 EL 2806.0 A.H. 231 EL . 2800.0 AM777 AH446 AM445 ...
Page 27
... horizontal joints . The upstream and downstream buttresses have 0.4 to 1 slopes . A beam and column forms a bent ... horizontal saturated earth and water loads , the following additional condi- tions were assumed in investigating ...
... horizontal joints . The upstream and downstream buttresses have 0.4 to 1 slopes . A beam and column forms a bent ... horizontal saturated earth and water loads , the following additional condi- tions were assumed in investigating ...
Page 30
... 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 Sta 30 + 18.00 --- Grating ...
... 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 Sta 30 + 18.00 --- Grating ...
Page 32
... horizontal load in excess of that absorbed in friction between the base of structure and the foundation . In a direction transverse to the direction of flow , reinforcement was provided in the crest structure to take moments in 1 - foot ...
... horizontal load in excess of that absorbed in friction between the base of structure and the foundation . In a direction transverse to the direction of flow , reinforcement was provided in the crest structure to take moments in 1 - foot ...
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