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FHWA Home / Safety / Roadway Departure / Pavement Friction / High Friction Surface Treatment Curve Selection and Installation Guide

High Friction Surface Treatment Curve Selection and Installation Guide May 2016

Appendix A – HFST Curve Identification Summary

The process of identifying curves for HFST varies by agency. Questions agencies may ask while identifying candidate curves for HFST include:

These questions can be answered and navigated using a decision tree. Figure 11 displays a possible decision tree scenario that agencies may use when considering HFST. After evaluating the effectiveness of multiple HFST implementations, agencies may migrate from spot treatments to systemic implementation, which both streamlines the HFST design process and reduces costs. Table 3 displays the HFST feasibility criteria considered by four States, each of whom have or are planning to implement HFST at 25 to 150 locations. Agency's process may vary from information presented in this chapter.

Table 3. HFST Considerations by Agency.
Agency Crash Frequency Wet Crashes RwD Crashes Skid/Friction Values Curve Speed Diff. Prior Treatments Installed Pavement Quality Spot/Systemic Identification and/or Implementation
SCDOT X X X X X X X Systemic – State RwD Plan
Caltrans X X X     X X Spot Treatment Bundles projects into large contracts
PennDOT X X   X X X X Systemic – Statewide HFST initiative
TDOT X X X X   X X Systemic – Statewide HFST initiative
KYTC X X X X   X X Systemic – Statewide HFST initiative


Figure 11. Identifying HFST Appropriateness and Feasibility on Horizontal Curves Flow Chart
Decision matrix to assist in identifying when HFST treatment may be appropriate. A note indicates that the user should see the HFST Construction Specifications for surface preparation and weather limitations.

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Page last modified on July 11, 2016
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