About this document
AASHTO Pavement Design Examples by ELI BUSLIG is a document available to read on EtoBox.
The document provides examples of using the AASHTO flexible and rigid pavement design procedures. Example 2 shows a flexible pavement design with given traffic data, material properties, and initial and terminal serviceability indices. The estimated life is computed at 95% and 90% reliability. Example 1 shows a rigid pavement design with given design life, traffic data, material properties, and initial/terminal serviceability indices. The required slab thickness is computed through trial iterations.
- Author
- ELI BUSLIG
- Language
- EN