Table 7 Optimum binder content results for HMA mix.

From: Experimental investigation of semi-flexible pavement performance using optimized nano-silica and sugarcane bagasse ash modified grouts

Property

Result

Specification

Optimum binder (%)

4.45

 > 3.5

Stability (kN)

14.5

10 kN Min

Flow (mm)

3.2

2–4

Vair (%)

4.1

3–5

VFB (%)

VMA (%)

67

15.59

65–75

Min 15

VFA (%)

65

60–70

Gmb

2.38 l

2.2–2.5

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