(kPa) (lb/in.2 )
(kPa) (lb/in.2 )
7
7
7 x107 10
10
7 x107
a
d
106
6
7 x 10
7 x 106
106
105
7 x 105
5
7 x 105
10
104
4
7 x 10
Calculated
Calculated
104
7 x 104
3
10
7 x 103
wu/w t
wu/w t
wu-g
wu-g
Class 4 Subbase
wu-v
1206 Subgrade
wu-v
Albany Taxiway A
102
3
3
2
10
7 x 10
7 x 10
-10
-8
-6
-4
-2
0 1
-10
-8
-6
-4
-2
0
Temperature (C)
Temperature (C)
(kPa) (lb/in.2 )
(lb/in.2 )
(kPa)
7
108
7 x108
7
10
7 x10
e
b
6
107
7 x 107
7 x 106
10
105
106
7 x 106
5
7 x 10
4
105
7 x 105
4
10
7 x 10
Calculated
Calculated
3
104
wu/w t
7 x 104
wu/w t
3
10
7 x 10
wu-g
wu-g
Class 5 Subbase
wu-v
wu-v
1232 Subgrade
Dense-graded Stone
2
103
7 x 103
2
10
7 x 10
-10
-8
-6
-4
-2
0 1
-10
-8
-6
-4
-2
01
Temperature (C)
Temperature (C)
(kPa) (lb/in.2 )
(kPa) (lb/in.2 )
8
8
7 x108 10
7 x108 10
f
c
107
107
7 x 107
7 x 107
106
106
7 x 106
7 x 106
105
105
7 x 105
7 x 105
Calculated
Calculated
wu/w t
104
104
wu/w t
7 x 104
7 x 104
wu-g
wu-g
wu-v
wu-v
Class 3 Subbase
Class 6 Base
103
3
3
103
10
7 x 10
7x
-10
-8
-6
-4
-2
0 1
-10
-8
-6
-4
-2
0
Temperature (C)
Temperature (C)
Figure 4. Frozen resilient modulus data vs. temperature. Calculated lines are based on mean total water
content or density of all specimens tested, where appropriate.
11