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The first edition of the Highway Safety Manual (HSM), in 2010, included Safety Performance Functions (SPFs) for roadway segments and intersections. However, not all intersection types are covered in the first edition of the HSM.

The TRB National Cooperative Highway Research Program's NCHRP Web-Only Document 297: Intersection Crash Prediction Methods for the Highway Safety Manual develops SPFs for new intersection configurations and traffic control types not covered in the first edition of the HSM, for consideration in the second edition of the HSM.

Supplemental to the Document is recommended draft text for the second edition if the HSM, a worksheet for Chapter 10, a worksheet for Chapter 11, a worksheet for Chapter 12, a worksheet for Chapter 19, and a presentation.

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Suggested Citation

National Academies of Sciences, Engineering, and Medicine. 2021. Intersection Crash Prediction Methods for the Highway Safety Manual. Washington, DC: The National Academies Press. https://doi.org/10.17226/26153.

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Publication Info

222 pages |  8.5 x 11 |  DOI: https://doi.org/10.17226/26153
Chapters skim
Front Matter 1-3
Table of Contents 4-15
Summary 16-19
Chapter 1. Introduction 20-25
Chapter 2. Literature Review and Survey of Practice 26-56
Chapter 3. Development of Models for Use in HSM Crash Prediction Methods: Intersections with All-Way Stop Control 57-78
Chapter 4. Development of Models for Use in HSM Crash Prediction Methods: Three-Leg Intersections with Signal Control on Rural Highways 79-98
Chapter 5. Development of Models for Use in HSM Crash Prediction Methods: Intersections on High-Speed Urban and Suburban Arterials 99-135
Chapter 6. Development of Models for Use in HSM Crash Prediction Methods: Five-Leg Intersections 136-155
Chapter 7. Development of Models for Use in HSM Crash Prediction Methods: Three-Leg Intersections Where the Through Movements Make Turning Maneuvers at the Intersections 156-182
Chapter 8. Development of Models for Use in HSM Crash Prediction Methods: Crossroad Ramp Terminals at Single-Point Diamond Interchanges 183-196
Chapter 9. Development of Models for Use in HSM Crash Prediction Methods: Crossroad Ramp Terminals at Tight Diamond Interchanges 197-209
Chapter 10. Conclusions and Recommendations 210-212
Chapter 11. References 213-214
Chapter 12. Abbreviations, Acronyms, Initialisms, and Symbols 215-14
Blank Page 15-221

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