Date Asphalt Content, % Date Asphalt Content, % Oct. 15 5.7 Oct. 20 5.3 Oct. 15 5.8 Oct. 20 5.6 Oct. 16 5.3 Oct. 21 5.8 Oct. 16 5.4 Oct. 21 5.1 Oct. 17 5.7 Oct. 22 5.8 Oct. 17 5.7 Oct. 22 5.9 Oct. 18 5.6 Oct. 23 5.1 Oct. 18 5.8 Oct. 23 6.2 Oct. 19 5.4 Oct. 24 5.2 Oct. 19 5.5 Oct. 24 4.8
Date Asphalt Content, % Date Asphalt Content, % Oct. 15 5.7 Oct. 20 5.3 Oct. 15 5.8 Oct. 20 5.6 Oct. 16 5.3 Oct. 21 5.8 Oct. 16 5.4 Oct. 21 5.1 Oct. 17 5.7 Oct. 22 5.8 Oct. 17 5.7 Oct. 22 5.9 Oct. 18 5.6 Oct. 23 5.1 Oct. 18 5.8 Oct. 23 6.2 Oct. 19 5.4 Oct. 24 5.2 Oct. 19 5.5 Oct. 24 4.8
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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During construction of the surface layer of asphalt pavement, two samples were taken every day to measure the asphalt content in the mix to ensure that it is within the specification limits. The target value was set at 5.5% with a tolerance of +-0.4 ,. The asphalt content data shown in Table were collected: a. Calculate the mean, standard deviation, and the coefficient of variation of the data. b. Using a spreadsheet program, create a control chart for these data showing the target value and the upper and lower specification limits. Are the asphalt content data within the specification limits? Comment on any trend and possible reasons.
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