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

Figure 11-7. Flow diagram of important steps in design of bituminous concrete pavement

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

ufc3-260-2
Page Navigation
161

UFC 3-260-02

30 June 2001

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

compressive strength

11-32

Western Governors University

Privacy Statement
Press Release
Contact

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