Civil Engineering Reference
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9.28 Based on the data in Table P9.28, determine the design binder con-
tent for a Superpave mix design for a 15 million ESAL.
Table P9.28
Binder content (%)
Data
5.5
6.0
6.5
7.0
G
mb
2.351
2.441
2.455
2.469
G
mm
2.579
2.558
2.538
2.518
G
b
1.025
1.025
1.025
1.025
P
s
94.5
94.0
93.5
93.0
P
d
4.5
4.5
4.5
4.5
G
sb
2.705
2.705
2.705
2.705
h
ini
129
131
131
128
h
des
112
113
116
115
9.29 Given the data in Table P9.29, select the blend and the design binder
content for a Superpave design aggregate structure for a 5 million
ESAL.
Table P9.29
Blend
Data
1
2
3
G
mb
2.457
2.441
2.477
G
mm
2.598
2.558
2.664
G
b
1.025
1.025
1.025
P
b
5.9
5.7
6.2
P
s
94.1
94.3
93.8
P
d
4.5
4.5
4.5
G
sb
2.692
2.688
2.665
H
ini
125
131
125
H
des
115
118
115
Binder Content (%)
Data
5.4
5.9
6.4
6.9
G
mb
2.351
2.441
2.455
2.469
G
mm
2.570
2.558
2.530
2.510
G
b
1.025
1.025
1.025
1.025
P
s
94.6
94.1
93.6
93.1
P
d
4.5
4.5
4.5
4.5
G
sb
2.688
2.688
2.688
2.688
h
ini
125
131
126
130
h
des
115
118
114
112
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