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

Section Evaluation Summary

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

Pavement Maintenence Management - index
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19

TM 5-623

Section PCI

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

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Western Governors University

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