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Thickness Design
1972 AASHTO Method
CIVL 3137 51
AASHO Road Test
CIVL 3137 52
AASHO Road Test
Source: WSDOT Pavement Guide Interactive CD-ROM
CIVL 3137 53
AASHO Road Test
Source: http://www.fhwa.dot.gov
CIVL 3137 54
AASHO Road Test
Source: WSDOT Pavement Guide Interactive CD-ROM
CIVL 3137 55
AASHO Road Test
Source: WSDOT Pavement Guide Interactive CD-ROM
CIVL 3137 56
AASHO Road Test
Source: WSDOT Pavement Guide Interactive CD-ROM
CIVL 3137 57
AASHO Road Test
Source: WSDOT Pavement Guide Interactive CD-ROM
CIVL 3137 58
AASHO Road Test
Source: WSDOT Pavement Guide Interactive CD-ROM
CIVL 3137 59
AASHTO Design Equation
LifetimeESALs
SubgradeSupport
Ride QualityThreshold
Structural Number(Flexural Rigidity)
t
10
10 18 10 i
5.19
4.2 plog14.2 1.5log W 9.36log SN 1 0.20 log 0.372 S 3.01094 R0.4
SN 1
RegionalFactor
1972
CIVL 3137 60
Ride Quality Threshold (pt)
Very good
Good
Fair
Poor
Very poor
5
4
3
2
1
0
PSI
ESALS
Limit for Low-Volume Roads
Limit for High-Volume Roads
Failure
4.2
1.5
CIVL 3137 61
Regional Factor (R)
Condition R value
Roadbed materials frozen to a depth of 5 in. or more (winter)