About this document
Flexible Pavement Design Methods by Mahmut Yurt is a document available to read on EtoBox.
The document summarizes the design of a flexible pavement using two methods: AASHTO 1993 and the Asphalt Institute method. Key inputs for the AASHTO 1993 method include a 20-year analysis period, estimated traffic of 515,184 ESALs in the first year growing at 2% annually, a reliability level of 95%, initial serviceability of 4.6 and terminal serviceability of 2.5. Soil properties including resilient modulus are provided for different conditions to calculate the effective roadbed soil resilient modulus. The
- Author
- Mahmut Yurt
- Language
- EN