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NCHRP Report 523: Optimal Timing of Pavement Preventive Maintenance Treatment Applications (2005)
National Cooperative Highway Research Program (NCHRP)

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Peshkin, D G, Zimmerman, K A, Hoerner, T E, Transportation Research Board. "Step 9: Cost Computations." NCHRP Report 523: Optimal Timing of Pavement Preventive Maintenance Treatment Applications. Washington, DC: The National Academies Press, 2005.

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32
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Front Matter (R1-R10)
Summary (1-3)
Problem Statement (4-4)
Research Approach (5-5)
Organization of the Report (6-6)
Overview of Preventive Maintenance (7-7)
Preventive Maintenance Treatments for Bituminous- and Concrete-Surfaced Pavements (8-8)
Treatment Attributes (9-9)
Characteristics of Selected Treatments (10-16)
Summary (17-17)
Pavement Performance (18-18)
Benefit Weighting Factors (19-20)
Cost Considerations (21-22)
Step 1: Analysis Session Setup (23-23)
Step 2: Selection of Benefit Cutoff Values (24-24)
Step 3: Computation of Areas Associated with the Do-Nothing Case (25-25)
Step 5: Computation of Expected Service Life of the Post-Treatment Case (26-26)
Step 6: Computation of Areas Associated with the Post-Treatment Case (27-30)
Step 8: Computation of Overall Benefit (31-31)
Step 9: Cost Computations (32-32)
Step 10: Determining the Most Cost-Effective Timing Scenario (33-34)
Built-In Flexibility (35-35)
Analysis Setup (36-36)
Case Study #1 - Arizona (37-41)
Case Study #2 - Kansas (42-49)
Case Study #3 - Michigan (50-54)
Case Study #4 - North Carolina (55-59)
Summary (60-61)
Treatment Performance and Do-Nothing Pavement Performance (62-62)
Suggestions for Additional Research, (63-63)
References (64-64)
Appendix C - User's Guide for the Optimal Preventive Maintenance Timing Analytical Tool (OPTime) (65-65)
Appendix D - Plan for Constructing and Monitoring Preventive Maintenance Test Sections (66-64)
Appendix E - Example Illustrating the Inclusion of Different Cost Types (65-75)
Abbreviations used without definitions in TRB publications (76-76)

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32 Upper benefit cutoff value Friction number Overall post-treatment AREA Do nothing curve PT(FRICTION) analysis life of 20 years Lower benefit cutoff value 5 10 15 20 25 Age, years Upper benefit cutoff value Rutting Do PT(RUTTING) AREA nothing curve Overall post-treatment analysis life of 20 years (associated with friction) Lower benefit cutoff value set to zero 5 10 15 20 25 Age, years Upper benefit cutoff value International Roughness Index (IRI) AREAPT(ROUGHNESS) Overall post-treatment Do nothing curve analysis life of 20 years (associated with friction) Lower benefit cutoff value 5 10 15 20 25 Age, years Figure 8. Illustration of the total areas associated with individual condition indicators. friction, rutting, and IRI are 10, 16, and 20 percent, respec- lated for each individual condition indicator. In this example, tively (i.e., when compared with the respective areas associ- the total overall benefit contribution is 14.0 percent. While by ated with the do-nothing option, the preventive maintenance itself this actual total benefit value is essentially meaningless, treatment application results in increases of 10, 16, and 20 per- total benefit values computed for different timing scenarios can cent in the friction, rutting, and IRI areas, respectively). Fur- be used to compare the effectiveness of the different timing ther assume benefit weighting factors of 50, 25, and 25 are scenarios. Results of this example are presented in Table 19. chosen for friction, rutting, and IRI, respectively (note that these factors add up to 100). The overall benefit contributions are then determined by multiplying the benefit weighting fac- Step 9: Cost Computations tor percentages by the individual benefit values (e.g., for fric- tion 10 percent × 50/100 = 5.0 percent). The total overall benefit A simple two-step LCCA is conducted to compare the dif- contribution is then computed as the sum of the values calcu- ferent cost streams associated with each preventive mainte-