Civil Engineering Reference
In-Depth Information
Design Binder Content
Volumetric Analysis
Asphalt Content Trial
Computed
Equation
1
2
3
4
G
se
9.6
2.812
2.812
2.812
2.812
VTM (%)
9.8
8.5
4.6
3.0
1.6
VMA (%)
9.9
17.3
14.5
14.5
14.5
VFA (%)
9.10
50.9
68.3
79.3
89.0
%
G
mm
,
N
ini
9.11
84.2
86.0
87.8
84.7
P
ba
(%)
9.12
1.68
1.68
1.68
1.68
P
be
(%)
9.13
3.81
4.32
4.83
5.34
D/B
9.14
1.2
1.0
0.9
0.8
10
18
17
8
16
15
6
4
14
2
13
0
12
5
5.5
6
Percent binder
6.5
7
5
5.5
6
Percent binder
6.5
7
100
89
88
80
87
86
60
85
40
84
20
83
5
5.5
6
Percent binder
6.5
7
5
5.5
6
Percent binder
6.5
7
1.5
1
0.5
0
5
5.5
6
Percent binder
6.5
7
FIGURE SP9.5
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