Relating Ride Quality and Structural Adequacy for Pavement Rehabilitation/Design Decisions
Project Information
Determine the relationship between ride quality and structural adequacy using the long-term pavement performance (LTPP) and other pavement performance databases. Previous work related to this topic has included the National Cooperative Highway Research Program 20-50(8/13), factors affecting pavement smoothness (Objective 7B); the Federal Highway Administration/long-term pavement performance reports on evaluating load transfer or Portland cement concrete-jointed pavements; and the Federal Highway Administration/Long-Term Pavement Performance reports on profile devices. Three other reports, FHWA-RD-99-074, FHWA-RD-00-113, and FHWA-RD-00-076, considered the data variability of distress, profile, and faulting data. None of these reports evaluated the relationship between functional and structural pavement measures. This activity and the ongoing National Cooperative Highway Research Program 01-45, models for estimating the effects of pavement condition on vehicle operating costs, will help to address the gap to "document the benefits of pavement smoothness relative to performance and user satisfaction.
Goals
The key project objective is to identify and verify the relationship between ride quality and structural support or ride deterioration and structural adequacy to improve evaluation and use of pavement condition data in pavement rehabilitation and design decisions.
- Infrastructure
- FY 2002-2022 / Infrastructure / Long-Term Infrastructure Performance
- Long-Term Pavement Performance
AMRP = Annual Modal Research Plan