National Academies Press: OpenBook

Guidance for the Design and Application of Shoulder and Centerline Rumble Strips (2009)

Chapter: Appendix D - Roadside Hazard Rating Category Descriptions

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Page 254
Suggested Citation:"Appendix D - Roadside Hazard Rating Category Descriptions." National Academies of Sciences, Engineering, and Medicine. 2009. Guidance for the Design and Application of Shoulder and Centerline Rumble Strips. Washington, DC: The National Academies Press. doi: 10.17226/14323.
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Page 254
Page 255
Suggested Citation:"Appendix D - Roadside Hazard Rating Category Descriptions." National Academies of Sciences, Engineering, and Medicine. 2009. Guidance for the Design and Application of Shoulder and Centerline Rumble Strips. Washington, DC: The National Academies Press. doi: 10.17226/14323.
×
Page 255
Page 256
Suggested Citation:"Appendix D - Roadside Hazard Rating Category Descriptions." National Academies of Sciences, Engineering, and Medicine. 2009. Guidance for the Design and Application of Shoulder and Centerline Rumble Strips. Washington, DC: The National Academies Press. doi: 10.17226/14323.
×
Page 256
Page 257
Suggested Citation:"Appendix D - Roadside Hazard Rating Category Descriptions." National Academies of Sciences, Engineering, and Medicine. 2009. Guidance for the Design and Application of Shoulder and Centerline Rumble Strips. Washington, DC: The National Academies Press. doi: 10.17226/14323.
×
Page 257
Page 258
Suggested Citation:"Appendix D - Roadside Hazard Rating Category Descriptions." National Academies of Sciences, Engineering, and Medicine. 2009. Guidance for the Design and Application of Shoulder and Centerline Rumble Strips. Washington, DC: The National Academies Press. doi: 10.17226/14323.
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Page 258

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153 A P P E N D I X D The following is an excerpt from Prediction of the Expected Safety Performance of Rural Two-Lane Highways (67), describ- ing the distinguishing characteristics of the 7 roadside hazard rating categories. The final set of photos comes from the FHWA IHSDM website. The accident prediction algorithm uses a roadside hazard rating system developed by Zegeer et al. (66) to characterize the accident potential for roadside designs found on two-lane roads. Roadside hazard is ranked on a seven-point categori- cal scale from 1 (best) to 7 (worst). The seven categories of roadside hazard rating are defined as follows: Rating = 1 • Wide clear zones greater than or equal to 9 m (30 ft) from the pavement edgeline. • Sideslope flatter than 1:4. • Recoverable. Rating = 2 • Clear zone between 6 and 7.5 m (20 and 25 ft) from pave- ment edgeline. • Sideslope about 1:4. • Recoverable. Rating = 3 • Clear zone about 3 m (10 ft) from pavement edgeline. • Sideslope about 1:3 or 1:4. • Rough roadside surface. • Marginally recoverable. Rating = 4 • Clear zone between 1.5 and 3 m (5 to 10 ft) from pavement edgeline. • Sideslope about 1:3 or 1:4. Roadside Hazard Rating Category Descriptions • May have guardrail (1.5 to 2 m [5 to 6.5 ft] from pavement edgeline). • May have exposed trees, poles, or other objects (about 3 m or 10 ft from pavement edgeline). • Marginally forgiving, but increased chance of a reportable roadside collision. Rating = 5 • Clear zone between 1.5 and 3 m (5 to 10 ft) from pavement edgeline. • Sideslope about 1:3. • May have guardrail (0 to 1.5 m [0 to 5 ft] from pavement edgeline). • May have rigid obstacles or embankment within 2 to 3 m (6.5 to 10 ft) of pavement edgeline. • Virtually nonrecoverable. Rating = 6 • Clear zone less than or equal to 1.5 m (5 ft). • Sideslope about 1:2. • No guardrail. • Exposed rigid obstacles within 0 to 2 m (0 to 6.5 ft) of the pavement edgeline. • Non-recoverable. Rating = 7 • Clear zone less than or equal to 1.5 m (5 ft). • Sideslope 1:2 or steeper. • Cliff or vertical rock cut. • No guardrail. • Nonrecoverable with high likelihood of severe injuries from roadside collision. Figures D-1 through D-7 present photographs illustrating the seven roadside hazard rating categories.

154 Figure D-1. Typical roadway with roadside hazard rating equal to 1. Figure D-2. Typical roadway with roadside hazard rating equal to 2. Figure D-3. Typical roadway with roadside hazard rating equal to 3. Figure D-4. Typical roadway with roadside hazard rating equal to 4. Figure D-5. Typical roadway with roadside hazard rating equal to 5. Figure D-6. Typical roadway with roadside hazard rating equal to 6.

155 Figure D-7. Typical roadway with roadside hazard rating equal to 7.

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Next: Appendix E - SPF Results for TOT, FI, SVROR, and SVROR FI Crashes on Selected Roadways Without Shoulder Rumble Strips »
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TRB’s National Cooperative Highway Research Program (NCHRP) Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips explores the design and application of shoulder and centerline rumble strips as a crash reduction measure, while minimizing adverse effects for motorcyclists, bicyclists, and nearby residents.

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