Platoro Dam: Constructed 1949-19511954 - Dams - 71 pages |
From inside the book
Results 1-5 of 29
Page i
... Specification zoning 12. Embankment slope protection ( a ) Upstream slope ( b ) Downstream slope 13. Embankment design details 14 . Stability studies 15. Test apparatus 16 . Field control ( a ) Impervious material ( b ) Zone 2 ( c ) ...
... Specification zoning 12. Embankment slope protection ( a ) Upstream slope ( b ) Downstream slope 13. Embankment design details 14 . Stability studies 15. Test apparatus 16 . Field control ( a ) Impervious material ( b ) Zone 2 ( c ) ...
Page ii
... Specifications No. 2594 28 . Orders for changes 4 29. Extra work orders 30. Specifications No. R5-14 31. Specifications No. R5-15 32. Specifications No. R5-13 33. Specifications No. R5-24 34. Equipment specifications Page 29 29 30 B ...
... Specifications No. 2594 28 . Orders for changes 4 29. Extra work orders 30. Specifications No. R5-14 31. Specifications No. R5-15 32. Specifications No. R5-13 33. Specifications No. R5-24 34. Equipment specifications Page 29 29 30 B ...
Page iv
... cost by pay items for specifications No. 2594-- Platoro Dam List of specification drawings for Platoro Dam References Page 60 60 60 60 60 60 60 62 66 69 71 LIST OF FIGURES Page Title Figure Frontispiece 1. Platoro Dam iv.
... cost by pay items for specifications No. 2594-- Platoro Dam List of specification drawings for Platoro Dam References Page 60 60 60 60 60 60 60 62 66 69 71 LIST OF FIGURES Page Title Figure Frontispiece 1. Platoro Dam iv.
Page 5
... specifications purposes , the two areas were combined into one borrow area designated " borrow area A. Vegetation in the impervious area consisted of light scattered stands of timber , low shrubs , and grasses . Overburden unsuitable ...
... specifications purposes , the two areas were combined into one borrow area designated " borrow area A. Vegetation in the impervious area consisted of light scattered stands of timber , low shrubs , and grasses . Overburden unsuitable ...
Page 6
... specifications No. 2594. Minor work was done in accordance with various other specifications . Pay- ments to the prime contractor totaled $ 2 , 447 , 755.02 and payments to the minor con- tractors $ 73 , 348. 31 , making total contract ...
... specifications No. 2594. Minor work was done in accordance with various other specifications . Pay- ments to the prime contractor totaled $ 2 , 447 , 755.02 and payments to the minor con- tractors $ 73 , 348. 31 , making total contract ...
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...