Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 23
Page iv
... holes in Trenton Dam foundation 3 4 area 5 Plan of borrow areas and logs of several test holes 6 Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) 8 10 12 7 Flood routing curves 16 8 Trenton Dam ...
... holes in Trenton Dam foundation 3 4 area 5 Plan of borrow areas and logs of several test holes 6 Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) 8 10 12 7 Flood routing curves 16 8 Trenton Dam ...
Page 7
... holes , core drill holes , penetration tests , water - pressure jetting holes , and test pits . During the exploratory period , extending to January 1951 , 49 , 176 linear feet of core drill , water - pressure jet , and hand auger holes ...
... holes , core drill holes , penetration tests , water - pressure jetting holes , and test pits . During the exploratory period , extending to January 1951 , 49 , 176 linear feet of core drill , water - pressure jet , and hand auger holes ...
Page 8
... HOLES Figure 4 .-- Plan of exploratory holes in Trenton Dam foundation area . ( Sheet 1 of 2. ) From drawing 328 - D - 993 . JHI12- N45.000 NOTE Topography represents ground surface prior to first. 8.
... HOLES Figure 4 .-- Plan of exploratory holes in Trenton Dam foundation area . ( Sheet 1 of 2. ) From drawing 328 - D - 993 . JHI12- N45.000 NOTE Topography represents ground surface prior to first. 8.
Page 9
... holes CH21 21 to 3 Drive and drill holes DHI 6 " Denison sample holes . TPI 4'16'Hand dug test pits . Shale surface determined by ramming D. steel rod from bottom of jet hole Groundwater elevation at given date . SAND , silty , medium ...
... holes CH21 21 to 3 Drive and drill holes DHI 6 " Denison sample holes . TPI 4'16'Hand dug test pits . Shale surface determined by ramming D. steel rod from bottom of jet hole Groundwater elevation at given date . SAND , silty , medium ...
Page 10
... HOLES 2000 98,000 2770 ELEVATION 27804 A.H.227 EL 2802.0 100 HORIZONTAL SCALE OF FEET E. 100,000 AHGES AM4I3 AH4SI ... HOLES IN NORTH BORROW AREA CANTO6 AN765 AN764 ANTOR AH496- AN701 ANTOS AH767 3333 2776 AM714 ANTIS -8750 PLAN OF ...
... HOLES 2000 98,000 2770 ELEVATION 27804 A.H.227 EL 2802.0 100 HORIZONTAL SCALE OF FEET E. 100,000 AHGES AM4I3 AH4SI ... HOLES IN NORTH BORROW AREA CANTO6 AN765 AN764 ANTOR AH496- AN701 ANTOS AH767 3333 2776 AM714 ANTIS -8750 PLAN OF ...
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