Figure 19-3. Relationship between SCI and coverages at initial cracking

Figure 19-2. Correlation between resilient modulus of elasticity

Figure 19-4. Base slab performance curve

Pavement Design for Airfields - index
Page Navigation
367

UFC 3-260-02

30 June 2001

Figure 19-3. Relationship between SCI and coverages at initial cracking and

complete failure

19-24

Western Governors University

Privacy Statement
Press Release
Contact

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