13. Refer to Figure 3.1 attached. In the flexible pavement design example illustrated in the figure, what  would be the required structural number if designing for W18=2,000,000 instead? a. 1.5 b. 4.3 c. 6.1 d. 7.3

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Chapter11: Cable Installation
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13. Refer to Figure 3.1 attached. In the flexible pavement design example illustrated in the figure, what 
would be the required structural number if designing for W18=2,000,000 instead?
a. 1.5
b. 4.3
c. 6.1
d. 7.3

Reliability, R(%)
99.9
99
-90
8 8 8 8
Overall
Standard Deviation, So
تستجيبة
L
50
10
5.0
O
1.0
n
WWM TUKYME MUMM-¯M
01
Estimated Total 18-kip Equivalent
Single Axle Lood Applications, W. (millions)
M
TL
Example:
W
5x10
Effective Roadbod Soil
Resilion! Modulus. Ma (KSI)
TTVIMESHA
R = 95%
$ = 0.35
M = 5000 psi
APSI = 1.9
Solution: SN = 5.0
40
20
10
Design Serviceability Loss, APSI
GS
1.0
1.5
2013.0
2
Design Structural Number, SN
Figure 3.1. Design Chart for Flexible Pavements Based on Using Mean Values for Each Input
Transcribed Image Text:Reliability, R(%) 99.9 99 -90 8 8 8 8 Overall Standard Deviation, So تستجيبة L 50 10 5.0 O 1.0 n WWM TUKYME MUMM-¯M 01 Estimated Total 18-kip Equivalent Single Axle Lood Applications, W. (millions) M TL Example: W 5x10 Effective Roadbod Soil Resilion! Modulus. Ma (KSI) TTVIMESHA R = 95% $ = 0.35 M = 5000 psi APSI = 1.9 Solution: SN = 5.0 40 20 10 Design Serviceability Loss, APSI GS 1.0 1.5 2013.0 2 Design Structural Number, SN Figure 3.1. Design Chart for Flexible Pavements Based on Using Mean Values for Each Input
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