Pavement Structural Analysis of the Design Recommendations for ...
Pavement Structural Analysis of the Design Recommendations for ...
Pavement Structural Analysis of the Design Recommendations for ...
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<strong>Pavement</strong> <strong>Structural</strong> <strong>Analysis</strong> August 2004<br />
Report No. 15953-2/1 ARA-ERES Consultants<br />
Total Length (ft/mi)<br />
Rutting Depth (in)<br />
2000<br />
1800<br />
1600<br />
1400<br />
1200<br />
1000<br />
800<br />
600<br />
400<br />
200<br />
1.20<br />
1.00<br />
0.80<br />
0.60<br />
0.40<br />
0.20<br />
0.00<br />
Thermal Cracking: Total Length Vs Time<br />
0<br />
0 36 72 108 144 180 216 252 288 324 360 396<br />
AC Rutting <strong>Design</strong> Value = 0.35<br />
Total Rutting <strong>Design</strong> Limit = 0.6<br />
<strong>Pavement</strong> Age (month)<br />
Permanant De<strong>for</strong>mation: Rutting<br />
0 36 72 108 144 180 216 252 288 324 360 396<br />
<strong>Pavement</strong> Age (month)<br />
53<br />
Thermal Crack Length<br />
Crack Length at Reliability<br />
<strong>Design</strong> Limit<br />
SubTotalAC<br />
SubTotalBase<br />
SubTotalSG<br />
Total Rutting<br />
TotalRutReliability<br />
Total Rutting <strong>Design</strong> Limit
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