Platoro Dam: Constructed 1949-19511954 - Dams - 71 pages |
From inside the book
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Page i
... description ( c ) Control unit ( d ) Valve and control unit design ( e ) Modification of the valve house wall 22 22 22 22 23 23 25 25 25 25 22 25 27 Section CONTENTS ( Continued ) CHAPTER III -- CONTRACT ADMINISTRATION i.
... description ( c ) Control unit ( d ) Valve and control unit design ( e ) Modification of the valve house wall 22 22 22 22 23 23 25 25 25 25 22 25 27 Section CONTENTS ( Continued ) CHAPTER III -- CONTRACT ADMINISTRATION i.
Page ii
... Contract 27. Specifications No. 2594 28 . Orders for changes 4 29. Extra work orders 30. Specifications No. R5-14 31 ... Contracts 30 30 30 30 30 C. Claims · 35. Claims by contractor against the government 31 Field force ( a ) Survey ...
... Contract 27. Specifications No. 2594 28 . Orders for changes 4 29. Extra work orders 30. Specifications No. R5-14 31 ... Contracts 30 30 30 30 30 C. Claims · 35. Claims by contractor against the government 31 Field force ( a ) Survey ...
Page iv
... contract ) ( a ) Weather ( b ) Labor 83. Specifications No. R5-13 ( reservoir clearing ) ( a ) Weather ( b ) Labor I. Construction Equipment 84 . Prime contractor's equipment J. Initial Operational Problem's 85 . 48 - inch butterfly ...
... contract ) ( a ) Weather ( b ) Labor 83. Specifications No. R5-13 ( reservoir clearing ) ( a ) Weather ( b ) Labor I. Construction Equipment 84 . Prime contractor's equipment J. Initial Operational Problem's 85 . 48 - inch butterfly ...
Page 6
... Contract Payments Earthfill dam and dike and appurtenant works ( specs . No. 2594 ) Clearing reservoir below elevation 10 , 054 ( specs . No. R5-13 ) Various contracts for general property such as gate tender's residence , garage , and ...
... Contract Payments Earthfill dam and dike and appurtenant works ( specs . No. 2594 ) Clearing reservoir below elevation 10 , 054 ( specs . No. R5-13 ) Various contracts for general property such as gate tender's residence , garage , and ...
Page 27
... . When part of the dividing wall was removed special care and steel placement were re- quired to insure adequate load sustaining ability of the concrete left in place . CHAPTER III -- CONTRACT ADMINISTRATION 11 / A. The Prime 27.
... . When part of the dividing wall was removed special care and steel placement were re- quired to insure adequate load sustaining ability of the concrete left in place . CHAPTER III -- CONTRACT ADMINISTRATION 11 / A. The Prime 27.
Common terms and phrases
5-Foot High-Pressure acre-feet andesite Bolt bulldozed butterfly valves channel cofferdam completed conduit Conejos River contract cost cubic feet cubic yards cutoff trench dam and dike dam embankment dam foundation Denver dike section discharge drain emergency gate end-dump trucks engineer equipment excavation fault feet per second Figure fill zone flange flow fractured gate chamber Government camp grout cap Grout holes haul high-pressure gate impervious material inches inlet installation joints July Aug Sept June 21 laboratory leaf-Class left abutment load located main dam maximum Metal metalwork mixer moisture Order for changes outlet pipe outlet tunnel PARTIAL RUNOFF percent placed placement plates Platoro Dam pumpcrete machine reservoir right abutment Rio Grande Compact RIO GRANDE COUNTY riprap ROCK BORROW AREA rockfill SAN LUIS VALLEY separation plant SLIDE ROCK BORROW specifications spillway bridge steel pipe support rings talus tests trashrack structure unit valve house zone 1 material
Popular passages
Page 18 - ... PARTS 151. Character of Structure.— The structure is to be of the skeleton, curtain-beam type, resting on I-beam footings or grillages. The building is to be (18) stories high, with a basement story and a (flat) (mansard) (pointed) (hipped) roof. 152. Floor Loading.— The floors are to be calculated for a live load of (100) pounds per square foot, and a dead load of (50) pounds per square foot. The roof is to be calculated for a live load of (50) pounds per square foot, and a dead load of...
Page 22 - Specifications for Low and Intermediate Tensile Strength Carbon-Steel Plates of Flange and Firebox Qualities (Plates 2 in. and Under in Thickness) (ASTM Designation: A 285),' or Tentative Specifications for Low and Intermediate Tensile Strength Carbon-Steel Plates of Structural Quality (Plates 2 in.
Page 22 - Standard Specifications for FORGED- OR ROLLED-STEEL PIPE FLANGES, FORGED FITTINGS, AND VALVES AND PARTS FOR HIGH-TEMPERATURE SERVICE...