Design and Control of Concrete MixturesPortland Cement Association., 1952 - Concrete |
Contents
Chapter Page | 3 |
DESIGN OF CONCRETE MIXTURES | 15 |
MIXING CONCRETE 22 | 22 |
3 other sections not shown
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Common terms and phrases
allowed amount applied approximately ASTM Designation avoid batch beams bulk calculated capped cent chute coarse aggregate completely compressive concrete consistency construction containing Correct covers crete curing desired determined diameter discharge entrained fine aggregate finished Flexure forms gate given grading gravel hardened heat increase indicated joints larger layer least length less limits load lower material maximum measure metal Method of Test mixer mixing mixture moist moisture mold mortar necessary normal NOTE obtained openings particles passing percentage period placed portland cement possible practicable prevent procedure produce proportions reduced reinforcement removed sack of cement sample sand segregation separation shown sieve sizes slump solution specific gravity Standard Method steel stone strength structure sufficient suitable sulfate surface Table taken temperature test specimens tion truck Type uniform usually volume weather weight