question archive A concrete mix exposed to moderate freeze-thaw but no deicers or sulfates, is specified to have a water-cement ratio of 0

A concrete mix exposed to moderate freeze-thaw but no deicers or sulfates, is specified to have a water-cement ratio of 0

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A concrete mix exposed to moderate freeze-thaw but no deicers or sulfates, is specified to have a water-cement ratio of 0.40 based on strength and durability requirements. The required slump for the fresh concrete is 3-4 inches. The concrete is to be air-entrained. The properties of the aggregates to be used are given below. Proportion the ingredients for one cubic yard of concrete using the Absolute Volume Method. Write a mix summary and compute the unit weight of the designed concrete. Use the tables on the formula sheet for this problem. 

 

Properties of aggregates: 

Coarse Agg. 

2.40 2.0% 1.5% 1 inch 

Fine Agg. 

2.60 0.3% 1.0% 

Dry Bulk Specific Gravity Absorption Natural Moisture Nominal Maximum size Fineness Modulus Dry-Rodded Unit Weight 

105 pef 

 

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