About this document
CBR Value Interpretation for Pavement Design by Kunduwera Methode is a document available to read on EtoBox.
The document presents a table interpreting California Bearing Ratio (CBR) values according to AASHTO standards for pavement design. It classifies subgrade strength into five categories: Very Poor (0-5%), Poor (5-10%), Fair (10-20%), Good (20-30%), and Excellent (>30%). This classification is essential for evaluating subgrade strength in road and pavement construction.
- Author
- Kunduwera Methode
- Language
- EN