Platoro Dam: Constructed 1949-19511954 - Dams - 71 pages |
From inside the book
Results 1-5 of 20
Page 14
... June July Aug Sept Oct. Nov Dec 10 Momentary Peak 1310 cfa PARTIAL RUNOFF 131,660 ocre - ft Feb Mar Apr May June July Aug Sept Oct Nov 54,645 ocre - ft Jan Mar Apr May 10 PARTIAL RUNOFF 52.154 acre - ft 1939 June July Aug Sept 1940 MEAN ...
... June July Aug Sept Oct. Nov Dec 10 Momentary Peak 1310 cfa PARTIAL RUNOFF 131,660 ocre - ft Feb Mar Apr May June July Aug Sept Oct Nov 54,645 ocre - ft Jan Mar Apr May 10 PARTIAL RUNOFF 52.154 acre - ft 1939 June July Aug Sept 1940 MEAN ...
Page 29
... June 16 , 1949 , fixing the com- pletion date as January 6 , 1953 , a period of 1 , 300 days being allowed for the completion of the contract . The contractor moved in and began building roads and the camp on May 16 , 1949 , 31 days ...
... June 16 , 1949 , fixing the com- pletion date as January 6 , 1953 , a period of 1 , 300 days being allowed for the completion of the contract . The contractor moved in and began building roads and the camp on May 16 , 1949 , 31 days ...
Page 30
... June 24 , 1949 , and notice to proceed was received by the con- tractor on July 21. The contractor experienced some delay in the delivery of the steel windows for the quonsets , but he completed all work on September 20 , exactly on ...
... June 24 , 1949 , and notice to proceed was received by the con- tractor on July 21. The contractor experienced some delay in the delivery of the steel windows for the quonsets , but he completed all work on September 20 , exactly on ...
Page 33
... ( June - July 1950 ) Walter Farem Company ( June - July 1950 ) R. B. Millay ( July - August 1949 ) Rocky Mountain Welding and Engineering Co. ( July 1950 ) Work performed Cleaning and painting all metalwork in the gate chamber , horseshoe ...
... ( June - July 1950 ) Walter Farem Company ( June - July 1950 ) R. B. Millay ( July - August 1949 ) Rocky Mountain Welding and Engineering Co. ( July 1950 ) Work performed Cleaning and painting all metalwork in the gate chamber , horseshoe ...
Page 39
... June 23 , 1949. Objectionable material from the dike section was wasted in a spoil area located upstream from the dike section . The slide rock excavated along the left abutment of the dike section was placed in the upstream and ...
... June 23 , 1949. Objectionable material from the dike section was wasted in a spoil area located upstream from the dike section . The slide rock excavated along the left abutment of the dike section was placed in the upstream and ...
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...