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abutment aggregate APPENDIX base basin bids blanket borrow area bridge canal outlet capacity cement channel CM CM CM completed concrete conduit consisted construction Continued contract contractor control house cost crest cubic yards cutoff trench designed determining discharge downstream drains earth elevation embankment ENGiNEER equipment excavation extend feet Figure flood floor forms foundation Furnishing gate chamber gravel head highway hoist holes horizontal inches included indicated installed joints layer length loads located Lump material maximum mixing Nebr obtained operation percent pipe placed plant plate pounds pressure railroad reinforcement relocation reservoir water surface riprap river river outlets rock rv rv sand shale shown side slope specifications spillway square station steel stilling stresses structure studies supply tests thickness tion Trenton Dam trucks Unit upstream vertical walls weight
Page 49 - Design, Construction, Inspection and Repair of Unfired Pressure Vessels for Petroleum Liquids and Gases.
Page 97 - yd. cu. yd. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 92 - yd. cu. yd. cu. yd. cu. yd. Labor and materials by contractor Unit cost
Page 94 - ft. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 98 - cu. yd. Lump sum Lump sum Labor and materials by contractor Unit cost 2.00
Page 97 - 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