This equation, developed by Witczak for use in the Asphalt Institutea#39;s MS-1 Design Manual , is a refinement of work ... 17033 + 0.070377 ri + 0.000005 t*, 1aquot;3 + Ad-49825 log F) PacAdaquot;5 (7) 0.00189 +. ... 106 poise (21AdC, 105 Pa^s) This can be reduced to a relationship between AC modulus and AC mix temperature for aanbsp;...
|Title||:||Nondestructive Testing of Pavements and Backcalculation of Moduli|
|Author||:||ASTM Committee D-18 on Soil and Rock. Subcommittee D-4 on Road and Paving Materials|
|Publisher||:||ASTM International - 1994-01-01|