1. Marshall characteristics
Table 5. Marshall characteristics of hot asphalt mixtures at optimum modifier content
Marshall characteristics
Modifier type
Polyethylene
PVC
Optimum modifier content (%) 10
7.5
Maximum unit weight (Kg/m3)
2453
2442
Marshall stability (kN) 14
13.6
Flow (0.25 mm) 24 25
%Va
3.2
3.05
%VMA
17.7
16.9
Marshall Quotient (kN/mm)
2.33
2.18
Md. Nobinur Rahman et al. Performance Evaluation of Waste Polyethylene and PVC on Hot Asphalt Mixtures. American Journal of Civil Engineering and Architecture, 2013, Vol. 1, No. 5, doi: /ajcea-1-5-2
© The Author(s) Published by Science and Education Publishing.