Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 6-10 of 18
Page 39
... pounds per square inch . In this design a bearing pressure of 1,100 pounds per square inch was used . The composition of cast bronze , class C , is as follows : Copper Tin Lead Zinc Percent 82.00 to 83.00 6.75 to 7.50 4.50 to 5.00 5.00 ...
... pounds per square inch . In this design a bearing pressure of 1,100 pounds per square inch was used . The composition of cast bronze , class C , is as follows : Copper Tin Lead Zinc Percent 82.00 to 83.00 6.75 to 7.50 4.50 to 5.00 5.00 ...
Page 45
... pounds per square foot , which is well within the safe bearing capacity of the foundation material . The vertical shaft and the 900 bend were reinforced as needed to withstand the stresses produced by the assumed loadings . Allowable ...
... pounds per square foot , which is well within the safe bearing capacity of the foundation material . The vertical shaft and the 900 bend were reinforced as needed to withstand the stresses produced by the assumed loadings . Allowable ...
Page 49
... pounds per square inch . The interior surface of the pipe was coated with coal - tar enamel , and the exterior surface was painted with coal - tar paint . This work was done in the field under specifications No. 3047 31. Control House ...
... pounds per square inch . The interior surface of the pipe was coated with coal - tar enamel , and the exterior surface was painted with coal - tar paint . This work was done in the field under specifications No. 3047 31. Control House ...
Page 51
... pounds with the oil pressure in the oil cylinder at 750 pounds per square inch . The de- sign of these canal outlet gates and hoists is the same as discussed for the river outlet gates and hoists in section 24 . 33. Miscellaneous ...
... pounds with the oil pressure in the oil cylinder at 750 pounds per square inch . The de- sign of these canal outlet gates and hoists is the same as discussed for the river outlet gates and hoists in section 24 . 33. Miscellaneous ...
Page 52
... pounds per cubic foot . ( b ) Roadbed . To accommodate the weathering characteristics of the loess used in roadbed construction , the steepest embankment slope for normal conditions was estab- lished as 1-3 / 4 to 1. Subgrade was plowed ...
... pounds per cubic foot . ( b ) Roadbed . To accommodate the weathering characteristics of the loess used in roadbed construction , the steepest embankment slope for normal conditions was estab- lished as 1-3 / 4 to 1. Subgrade was plowed ...
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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