Ruedi Dam and Reservoir, technical record of design and construction: Fryingpan-Arkansas project, Colorado

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U.S. Department of the Interior, Bureau of Reclamation, 1975 - Dams - 199 pages
 

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Page 123 - August 1964 September 1964 October 1964 November 1964 December 1964 January 1965 February 1965 March 1965 April 1965 May 1965 June 1965 July 1965 August 1965 September 1965
Page 57 - the use of concrete having a compressive strength of 3,000 pounds per square inch at 28 days; a modular ratio of 10 was assumed. For unusual loading conditions, working stresses were permitted to exceed the allowable by 33 percent.
Page 170 - Constructing surface settlement points Mobilization and demobilization for drilling and grouting foundations Drilling grout holes in stage between depths of 0 and 30 feet Drilling grout holes in stage between depths of 30 and 60 feet Drilling grout holes in stage between depths of 60 and
Page 8 - minor modifications of, omissions from, or additions to the works described in those reports as he may find necessary or proper for accomplishing the objectives of the project.
Page 23 - a mixture of selected clay, silt, sand, gravel, and cobbles compacted by tamping rollers to 6-inch layers. The zone 2 portions of the dam embankment consist of selected sand, gravel,
Page 169 - 15 16 17 18 19 20 21 Property and pay item description Diversion and care of the river during construction and removal of water from foundations Clearing dam and reservoir sites Excavation, in open cut, for
Page 113 - designed, equipped, and manufactured in accordance with the latest edition of the "American Standard Safety Code for Elevators, Dumbwaiters, Escalators, and Moving Walks.
Page 181 - Lump sum lin ft lin ft Lump sum Lump sum Lump sum Labor and materials by contractor Unit cost

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