Performance Analysis of An Experimental Field Project Utilizing Asphalt Modifiers : Final Report 1997
Performance Analysis of An Experimental Field Project Utilizing Asphalt Modifiers : Final Report 1997
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The driving lane had standard deviations of 0.03 and 0.05 inches for Polybilt; 0.04 and 0.06 inches for the control section; and 0.03 for both in the Kraton section. For the westbound passing lane, the average rut depths for the left and right wheel paths were 0.04 and 0.07 inches for Polybilt, 0.09 and 0.10 inches for the control, and 0.04 and 0.05 inches for Kraton. The maximum rut depth was 0.07 and 0.13 inches for Polybilt, 0.11 and 0.18 inches for the control, and 0.06 and 0.09 inches for ...Kraton. Standard deviations in the passing lane for the two wheel paths were 0.02 and 0.03 inches in the Polybilt section; 0.02 and 0.04 inches in the control section; and 0.01 and 0.02 inches for the Kraton section. Table 16 provides a summary of the rutting on the westbound driving lane.
Table 16: Third Annual Post-Construction Rutting - Westbound Driving Lane Passing Lane | LWP RWP LWP RWP (Inches) (Inches) (Inches) (Inches) Polybilt Average Depths 0.13 0.12 0.04 0.07 Maximum 0.19 0.19 0.07 0.13 Standard Deviation 0.03 0.05 0.02 0.03 Kraton Average Depths 0.09 0.08 0.04 0.05 Maximum 0.14 0.14 0.06 0.09 Standard Deviation 0.03 0.03 0.01 0.02 Control Average Depths 0.42 0.41 0.09 0.10 Maximum 0.46 0.46 0.11 0.18 Standard Deviation 0.04 0.06 0.02 0.04 30 Similarly, for the eastbound driving lane, the average rut depths for the left and right wheel paths were 0.12 inches for both in the Polybilt section, 0.40 and 0.43 inches for the control, and 0.12 and 0.11 inches for Kraton.
What to read after Performance Analysis of An Experimental Field Project Utilizing Asphalt Modifiers : Final Report 1997?
You can find similar books in the "Read Also" column, or choose other free books by United States.Federal Highway Administration to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
The driving lane had standard deviations of 0.03 and 0.05 inches for Polybilt; 0.04 and 0.06 inches for the control section; and 0.03 for both in the Kraton section. For the westbound passing lane, the average rut depths for the left and right wheel paths were 0.04 and 0.07 inches for Polybilt, 0.09 and 0.10 inches for the control, and 0.04 and 0.05 inches for Kraton. The maximum rut depth was 0.07 and 0.13 inches for Polybilt, 0.11 and 0.18 inches for the control, and 0.06 and 0.09 inches for ...Kraton. Standard deviations in the passing lane for the two wheel paths were 0.02 and 0.03 inches in the Polybilt section; 0.02 and 0.04 inches in the control section; and 0.01 and 0.02 inches for the Kraton section. Table 16 provides a summary of the rutting on the westbound driving lane.
Table 16: Third Annual Post-Construction Rutting - Westbound Driving Lane Passing Lane | LWP RWP LWP RWP (Inches) (Inches) (Inches) (Inches) Polybilt Average Depths 0.13 0.12 0.04 0.07 Maximum 0.19 0.19 0.07 0.13 Standard Deviation 0.03 0.05 0.02 0.03 Kraton Average Depths 0.09 0.08 0.04 0.05 Maximum 0.14 0.14 0.06 0.09 Standard Deviation 0.03 0.03 0.01 0.02 Control Average Depths 0.42 0.41 0.09 0.10 Maximum 0.46 0.46 0.11 0.18 Standard Deviation 0.04 0.06 0.02 0.04 30 Similarly, for the eastbound driving lane, the average rut depths for the left and right wheel paths were 0.12 inches for both in the Polybilt section, 0.40 and 0.43 inches for the control, and 0.12 and 0.11 inches for Kraton.
What to read after Performance Analysis of An Experimental Field Project Utilizing Asphalt Modifiers : Final Report 1997?
You can find similar books in the "Read Also" column, or choose other free books by United States.Federal Highway Administration to read onlineMoreLess
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