Figure 11-9. Flow diagram of important steps in design of pavements having chemically stabilized base course and unstabilized subbase course

Figure 11-8. Relationship between cracked section modulus and unconfined compressive strength

Figure 11-10. Flow diagram of important steps in design of pavements having stabilized base and chemically stabilized subbase courses

ufc3-260-2
Page Navigation
162

UFC 3-260-02

30 June 2001

Figure 11-9. Flow diagram of important steps in design of pavements having

chemically stabilized base course and unstabilized subbase course

11-33

Western Governors University

Privacy Statement
Press Release
Contact

Integrated Publishing, Inc. - A (SDVOSB) Service Disabled Veteran Owned Small Business