Estimate what standard PG asphalt binder grade should be selected if the seven-day maximum pavement   temperature has a mean of 680 C and a standard deviation of 2.50 C. The minimum pavement temperature has a mean of -220 C and a standard deviation of 30 C. Use a Reliability level of 99 %. Note: seven-day maximum and minimum pavement temperatures are normally distributed (use cumulative standard normal distribution table

Structural Analysis
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Author:KASSIMALI, Aslam.
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Estimate what standard PG asphalt binder grade should be selected if the seven-day maximum pavement   temperature has a mean of 680 C and a standard deviation of 2.50 C. The minimum pavement temperature has a mean of -220 C and a standard deviation of 30 C. Use a Reliability level of 99 %. Note: seven-day maximum and minimum pavement temperatures are normally distributed (use cumulative standard normal distribution tables)

TABLE 9.2 Binder Grades in the Performance Grade
Specifications
High Temperature
Grades (°C)
PG 46
PG 52
PG 58
PG 64
PG 70
PG 76
PG 82
Low Temperature
Grades (°C)
-34, -40, -46
-10, -16, -22, -28, -34, -40, -46
-16, -22, -28, -34, -40
-10, -16, -22, -28, -34, -40
-10, -16, -22, -28, -34, -40
-10, -16, -22, -28, -34
-10, -16, -22, -28, -34
Transcribed Image Text:TABLE 9.2 Binder Grades in the Performance Grade Specifications High Temperature Grades (°C) PG 46 PG 52 PG 58 PG 64 PG 70 PG 76 PG 82 Low Temperature Grades (°C) -34, -40, -46 -10, -16, -22, -28, -34, -40, -46 -16, -22, -28, -34, -40 -10, -16, -22, -28, -34, -40 -10, -16, -22, -28, -34, -40 -10, -16, -22, -28, -34 -10, -16, -22, -28, -34
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