Evaluation of Pavement Performance due to Overload Single-Trip Permit Truck Traffic in Wisconsin

Figure 7

Detailed AASHTOWare Pavement ME distress predictions for STH 140 under baseline traffic loading versus baseline-plus-OW-vehicles. (a) Predicted IRI, (b) predicted total permanent deformation, (c) predicted bottom-up cracking, and (d) predicted top-down cracking.

(a)

(b)

(c)

(d)