Text_Template
  Module 4: Pavement Design
Lecture 26: Marshal mix design
  

Numerical example - 2

The results of Marshall test for five specimen is given below. Find the optimum bitumen content of the mix.
Bitumen Stability Flow $V_v$ $VFB$ $G_m$
content (kg) (units) (%) (%)  
3 499.4 9.0 12.5 34 2.17
4 717.3 9.6 7.2 65 2.21
5 812.7 12.0 3.9 84 2.26
6 767.3 14.8 2.4 91 2.23
7 662.8 19.5 1.9 93 2.18