Structural Evaluation of Asphalt Pavements with Full-Depth Reclaimed Base

Summary:

For bases mixed on-site with rubblized asphalt pavement and aggregate reclaimed from the pavement, MnDOT design standards require a granular equivalency (GE) equal to that of standard Class 5 aggregate. This study established GEs of stabilized and unstabilized FDR bases, finding stabilized bases provide a higher GE.

Final Deliverables:

• Report #2012-36
• Research Summary

Related Materials:

Related Research: