Design and Control of Concrete MixturesPortland Cement Association., 1952 - Concrete |
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Page 48
... Standard Specifications for Portland Ce- ment ( ASTM C150 ) , or the Tentative Specifications for Air - Entraining ... standard shall apply . PLAIN Specifications based on the water - cement ratio method have been used in a large number ...
... Standard Specifications for Portland Ce- ment ( ASTM C150 ) , or the Tentative Specifications for Air - Entraining ... standard shall apply . PLAIN Specifications based on the water - cement ratio method have been used in a large number ...
Page 51
... Standard Specifications for Port- land Cement C - 88 C - 175 C - 33 C - 130 C - 131 D - 289 Tentative Specifications for Air- Entraining Portland Cement Standard Specifications for Con- crete Aggregates ( Page 51 ) Standard ...
... Standard Specifications for Port- land Cement C - 88 C - 175 C - 33 C - 130 C - 131 D - 289 Tentative Specifications for Air- Entraining Portland Cement Standard Specifications for Con- crete Aggregates ( Page 51 ) Standard ...
Page 53
... STANDARD METHODS OF SAMPLING STONE , SLAG , GRAVEL , SAND , AND STONE BLOCK FOR USE AS HIGHWAY MATERIALS SOUNDNESS ... Standard Method of Test for Sieve Analysis of Fine and Coarse Scope Aggregates ( ASTM Designation : C 136 ) . ( c ) ...
... STANDARD METHODS OF SAMPLING STONE , SLAG , GRAVEL , SAND , AND STONE BLOCK FOR USE AS HIGHWAY MATERIALS SOUNDNESS ... Standard Method of Test for Sieve Analysis of Fine and Coarse Scope Aggregates ( ASTM Designation : C 136 ) . ( c ) ...
Contents
Chapter Page | 3 |
DESIGN OF CONCRETE MIXTURES | 15 |
MIXING CONCRETE 22 | 22 |
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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