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Chapter 6, Problem 6.22QP

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.

Chapter 6, Problem 6.22QP, In order to evaluate the suitability of nonpotable water available at the job site for mixing

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In order to evaluate the suitability of nonpotable water available at the job sitefor mixing concrete, six standard mortar cubes were made using that waterand six others using potable water. The cubes were tested for compressivestrength 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 mixingconcrete according to ASTM C94?b. According to ASTM C94, are there other tests to be performed to evaluatethe suitability of that water? Discuss briefly.
In order to evaluate the suitability of nonpotable water available at the job sitefor mixing concrete, six standard mortar cubes were made using that waterand six others using potable water. The cubes were tested for compressivestrength 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 mixingconcrete according to ASTM C94?b. According to ASTM C94, are there other tests to be performed to evaluatethe suitability of that water? Discuss briefly. Please refer to the attached table.
Three standard mortar cubes were made using nonpotable water available at the job site, and three others were made using potable water. The cubes were tested for compressive strength after seven days of curing and produced the following failure loads in kilograms:Based on these results only, would you accept that water for mixing concrete according to ASTM standards? Why?

Chapter 6 Solutions

Materials for Civil and Construction Engineers (2nd Edition)

Ch. 6 - What is a false set of portland cement? State one...Ch. 6 - The watercement ratio is important because it...Ch. 6 - Discuss the effect of watercement ratio on the...Ch. 6 - Draw a graph to show the general relationship...Ch. 6 - Students in the materials class prepared three...Ch. 6 - Students in the materials class prepared three...Ch. 6 - Two batches of cement mortar with properties as...Ch. 6 - What are the five primary types and functions of...Ch. 6 - Why isnt pozzolan used with Type III cement?Ch. 6 - What type of cement would you use in each of the...Ch. 6 - In order to evaluate the suitability of nonpotable...Ch. 6 - Three standard mortar cubes were made using...Ch. 6 - Four standard mortar cubes were made using...Ch. 6 - Discuss the problem of disposal of waste water...Ch. 6 - State five types of admixtures and discuss their...Ch. 6 - Prob. 6.27QPCh. 6 - Under what condition is an air-entraining agent...Ch. 6 - If a water reducer is added to the concrete mix...Ch. 6 - Prob. 6.30QPCh. 6 - A concrete mix includes the following ingredients...Ch. 6 - The results of an experiment to evaluate the...Ch. 6 - The results of a laboratory experiment to evaluate...Ch. 6 - Referring to Table P6.34, Mix No. 1 was designed...Ch. 6 - Two batches of concrete cylinders were made with...Ch. 6 - Two batches of concrete cylinders were made with...Ch. 6 - What is the source of fly ash? Why is fly ash...Ch. 6 - A materials engineer is working in a research...Ch. 6 - A materials engineer is working in a research...

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