Platoro Dam: Constructed 1949-19511954 - Dams - 71 pages |
From inside the book
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Page ii
... forces D. Government Organization 36 . General 37 . 38 . Administrative and office engineering forces Field force ( a ) Survey unit 31 31 31 31 32 32 32 Contractor's Organization 40. Prime contractor 41 . Minor contractors 42 ...
... forces D. Government Organization 36 . General 37 . 38 . Administrative and office engineering forces Field force ( a ) Survey unit 31 31 31 31 32 32 32 Contractor's Organization 40. Prime contractor 41 . Minor contractors 42 ...
Page 18
... forces and checked against sliding . The valve house floor was designed for an H 15-44 truck loading plus a 10 percent impact load . When the discharge valves are repaired or replaced , it is desirable and pro- vision is made to load or ...
... forces and checked against sliding . The valve house floor was designed for an H 15-44 truck loading plus a 10 percent impact load . When the discharge valves are repaired or replaced , it is desirable and pro- vision is made to load or ...
Page 30
... forces . This was necessary because of the late delivery of the butterfly valves and hatch covers furnished by the Government . No adjustment was made in the contract price . 29. Extra Work Orders . - Extra work order No. 1 , issued ...
... forces . This was necessary because of the late delivery of the butterfly valves and hatch covers furnished by the Government . No adjustment was made in the contract price . 29. Extra Work Orders . - Extra work order No. 1 , issued ...
Page 31
... force , an office engineering force , and an administrative force . The field force was subdivided into survey , inspection , and laboratory groups . 37. Administrative and Office Engineering Forces . - The administrative force con ...
... force , an office engineering force , and an administrative force . The field force was subdivided into survey , inspection , and laboratory groups . 37. Administrative and Office Engineering Forces . - The administrative force con ...
Page 32
... Forces . - Force - account work consisted chiefly of ( 1 ) providing water , sewer , and electrical systems for Platoro Government camp ; ( 2 ) erec- ting a garage and warehouse building , laundry building , generator building , and ...
... Forces . - Force - account work consisted chiefly of ( 1 ) providing water , sewer , and electrical systems for Platoro Government camp ; ( 2 ) erec- ting a garage and warehouse building , laundry building , generator building , and ...
Common terms and phrases
48-inch butterfly valves acre-feet andesite axis Bolt bulldozed butterfly valves cofferdam completed Concrete grout conduit Conejos River contract cost cubic feet cubic yards cutoff trench dam and dike dam embankment dam foundation dike section discharge drain emergency gate end-dump trucks engineer equipment excavation fault fault gouge feet per second Figure fill zone flange flow fractured gate chamber Government camp grout cap Grout holes haul impervious material inches 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 pounds per square pumpcrete machine right abutment Rio Grande Compact RIO GRANDE COUNTY riprap ROCK BORROW AREA rockfill SAN LUIS VALLEY separation plant SLIDE ROCK BORROW specifications spillway bridge 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...