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27  Identification of Adjustment Factors for SPFs Estimated in NCHRP Project 17-62 6.1 Background NCHRP 17Â62, âImproved Prediction Models for Crash Types and Crash Severities,â estimated base SPFs for segments and intersections on rural twoÂlane roads, rural multilane roads, and urban and suburban arterials (Ivan et al. 2021). NCHRP 17Â62 did not estimate CMFs (also called SPF adjustment factors) for these base SPFs. NCHRP 17Â72 was tasked with identifying CMFs from the CMF Clearinghouse that can be used as adjustment factors with the base SPFs esti mated in NCHRP 17Â62. 6.2 Approach and Outcomes The process used to identify the CMFs was based on (1) the identification of segment and intersection SPFs developed in NCHRP 17Â62 and (2) a review of the CMFs in the clearinghouse on an SPFÂbyÂSPF basis to identify those CMFs that match the SPF base conditions. In the case of intersections, with a couple of exceptions, the base conditions included in the signal SPFs of the HSM were extended to the NCHRP 17Â62 SPFs. The exceptions were (1) a change in the base condition for lighting presence at signalized intersections from âlighting not presentâ to âlighting is presentâ and (2) removal of the âleftÂturn phase not presentâ base condition for the Chapter 12 signal SPFs. In general, the CMFs were required to have a quality rating that met or exceeded one or both of the following threshold values: ⢠Legacy star rating in the CMF Clearinghouse of 3, 4, or 5 stars and ⢠NCHRP 17Â72 CMF rating of â¥100. In most cases, the recommended CMFs were based on CMFs from one study. In a few cases, when two more CMFs were identified as applicable to a specific NCHRP 17Â62 SPF and associ ated base condition, they were tested for suitability for combination and, if suitable, combined to produce an overall average CMF. This test and combination used the procedure described in Appendix A of the final report for NCHRP Project 17Â63 (Carter et al. 2022). For segments, CMFs could be identified for the following roadway elements: ⢠Modify shoulder width on rural twoÂlane undivided segments; ⢠Modify right shoulder width of rural nonfreeway fourÂlane divided or undivided segments; ⢠Install snowplowable, permanent raised pavement markers on rural twoÂlane undivided segments; ⢠Change median width on rural and urban fourÂlane nonfreeway divided segments; ⢠Change vertical grade of road on rural twoÂlane undivided segments; C H A P T E R 6
28 Crash Modification Factors in the Highway Safety Manual: A Review ⢠Install passing or climbing lane on rural twoÂlane segments; ⢠Install a short fourÂlane section on rural twoÂlane segments; ⢠Modify lane width on rural twoÂlane undivided segments; ⢠Modify horizontal curvature on rural twoÂlane undivided segments; ⢠Modify driveway density on rural twoÂlane undivided segments; ⢠Improve roadside on rural twoÂlane undivided segments; ⢠Install TWLTLs on rural twoÂlane undivided segments; and ⢠Install shoulder or centerline rumble strips on rural or urban twoÂlane undivided segments. For intersections, CMFs could be identified for the following intersection design elements or traffic control features: ⢠LeftÂturn bay, ⢠RightÂturn bay, ⢠Skew angle, ⢠Enforcement of redÂlightÂrunning cameras, ⢠Prohibition of right turn on red, and ⢠Intersection lighting. Appendix I provides the recommended CMFs for roadway segments, and Appendix J provides the recommended CMFs for intersections. For each treatment, the following information is provided: ⢠Description of the treatment, ⢠Description of the application circumstances to which the CMF applies (i.e., area type, number of lanes, median type, treatment location, intersection vs. nonintersection), ⢠Details on the study that provides the CMF and the CMF values and formulas, ⢠Recommended CMF for each crash/severity type in the NCHRP 17Â62 SPFs to which the CMF may apply, ⢠Comments and assumptions related to applying the CMF or a description of how the recom mended CMF was derived in order to apply to the NCHRP 17Â62 SPFs, and ⢠A reference to the original study.