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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 />

The following graphs represent <strong>the</strong> distress predictions with <strong>the</strong> new M-E <strong>Pavement</strong> <strong>Design</strong> Guide s<strong>of</strong>tware.<br />

Longitudinal Cracking (ft/mi)<br />

Alligator Cracking (%)<br />

3000<br />

2700<br />

2400<br />

2100<br />

1800<br />

1500<br />

1200<br />

900<br />

600<br />

300<br />

100<br />

90<br />

80<br />

70<br />

60<br />

50<br />

40<br />

30<br />

20<br />

10<br />

0<br />

Surface Down Cracking - Longitudinal<br />

0<br />

0 36 72 108 144 180 216 252 288 324 360 396<br />

<strong>Pavement</strong> Age (month)<br />

Bottom Up Cracking - Alligator<br />

0 36 72 108 144 180 216 252 288 324 360 396<br />

<strong>Pavement</strong> Age (month)<br />

52<br />

Surface<br />

Depth = 0.5"<br />

Surface at Reliability<br />

<strong>Design</strong> Limit<br />

Maximum Cracking<br />

Bottom Up Reliability<br />

Maximum Cracking Limit

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