Figure 4-3. Determination Of Long-Term Rate of Deterioration for Asphalt Concrete (AC) pavements

Figure 4-2. Procedure to determine critical minimum sample unit PCI based on mean PCI of section.

Figure 4-4. Determination Of Long-Term Deterioration for Asphalt (AC) Overlay over AC Pavements

Pavement Maintenence Management - index
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TM 5-623

AGE SINCE CONSTRUCTION

Figure 4-3. Determination of long-term rate of deterioration for asphalt concrete (AC) pavements.

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Western Governors University

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