7-23. Using the water/cement ratio method, select quantities for
a trial mix consisting of two strength cylinders to meet the
following criteria: non-air-entrained; W/C ratio, 0.55; maximum
aggregate size, 37.5 mm ( 1 ½ in.); slump, 80 mm (3 in.).
7-23. Using the water/cement ratio method, select quantities for a trial mix consisting of two strength cylinders to mee
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7-23. Using the water/cement ratio method, select quantities for a trial mix consisting of two strength cylinders to mee
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