TABLE P6.22 Cubes Made with Cubes Made with Nonpotable Water Potable Water 14,530 16,530 15,820 16,820 14,160 17,920 16,100 15,690 15,870 18,820 14,380 16,720
TABLE P6.22 Cubes Made with Cubes Made with Nonpotable Water Potable Water 14,530 16,530 15,820 16,820 14,160 17,920 16,100 15,690 15,870 18,820 14,380 16,720
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
In order to evaluate the suitability of nonpotable water available at the job site
for mixing concrete, six standard mortar cubes were made using that water
and six others using potable water. The cubes were tested for compressive
strength after 7 days of curing and produced the loads to failure (in pounds)
shown in Table P6.22.
a. Based on these results only, would you accept that water for mixing
concrete according to ASTM C94?
b. According to ASTM C94, are there other tests to be performed to evaluate
the suitability of that water? Discuss briefly.
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