What people are saying - Write a review
We haven't found any reviews in the usual places.
abutment additional approximately August axis borrow area bridge bronze butterfly valves changes channel clearing compaction completed concrete conduit Conejos River consisted construction contract contractor cost crest cubic delays dike directed discharge diversion downstream drain drilling elevation embankment engineer equipment excavation fault feet field Figure flow force foundation furnished gate chamber Government gravel grout cap head high-pressure holes impervious inches included initiated inspection installation joints July June laboratory load located machine material maximum means Metal necessary noted November obtained opening operations Original outlet pipe outlet tunnel painting percent performed placed placement PLAN plant plates Platoro Dam pressure reservoir riprap river road rock ROCK BORROW AREA season separation September slide rock slope specifications spillway stage station steel structure surface tests trashrack trench trucks tunnel unit upstream valve house wall zone
Page 16 - ... 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 20 - 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.