Question: Q . IV / ( 2 5 % ) As a material engineer working for a highway department, a . ( 1 0 % )

Q.IV/(25%)
As a material engineer working for a highway department,
a.(10%) what standard PG asphalt binder grade would you specify for each of the conditions shown in the following table (show all calculations and fill in the table)?
\table[[,\table[[Seven-Day Maximum],[Pavement Temperature]],\table[[Minimum],[Pavement Temperature]],\table[[Recommended],[PG Grade]]],[case,Mean, C,\table[[Standard],[Meviation,C
Q . IV / ( 2 5 % ) As a material engineer working

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