Question 2 Concrete placed on a structure was subsequently cored after 28 days, and the following results were obtained of the compressive strengths from five test specimens: 28.6, 23.5, 23.4, 27.8, 23.2 MPa a. Determine the 90% two-sided confidence interval of the mean concrete strength. b. Suppose the confidence interval established in part (a) is too wide, and the engineer would like to have a confidence interval to be ± 2 MPa of the computed sample mean concrete strength. Generally, more specimens of concrete would be needed to keep the same confidence level. However, without additional samples, what is the confidence level associated with the specified interval based on five measurements given above? Calculate the 95% two-sided of the standard deviation of concrete strength. C.

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d. Repeat part (c) if each person has separately observed 100 vehicles instead?
Question 2
Concrete placed on a structure was subsequently cored after 28 days, and the following results were obtained of the
compressive strengths from five test specimens:
a. Determine the 90% two-sided confidence interval of the mean concrete strength.
28.6, 23.5, 23.4, 27.8, 23.2 MPa
b. Suppose the confidence interval established in part (a) is too wide, and the engineer would like to have a
confidence interval to be + 2 MPa of the computed sample mean concrete strength. Generally, more
specimens of concrete would be needed to keep the same confidence level. However, without additional
samples, what is the confidence level associated with the specified interval based on five measurements given
above?
C.
d.
Calculate the 95% two-sided of the standard deviation of concrete strength.
Suppose that a sixth concrete cored sample will be taken in the future. What would be the likely observation
value of the sixth sample with significance level a = 0.10?
Transcribed Image Text:d. Repeat part (c) if each person has separately observed 100 vehicles instead? Question 2 Concrete placed on a structure was subsequently cored after 28 days, and the following results were obtained of the compressive strengths from five test specimens: a. Determine the 90% two-sided confidence interval of the mean concrete strength. 28.6, 23.5, 23.4, 27.8, 23.2 MPa b. Suppose the confidence interval established in part (a) is too wide, and the engineer would like to have a confidence interval to be + 2 MPa of the computed sample mean concrete strength. Generally, more specimens of concrete would be needed to keep the same confidence level. However, without additional samples, what is the confidence level associated with the specified interval based on five measurements given above? C. d. Calculate the 95% two-sided of the standard deviation of concrete strength. Suppose that a sixth concrete cored sample will be taken in the future. What would be the likely observation value of the sixth sample with significance level a = 0.10?
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