U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
202-366-4000


Skip to content
Facebook iconYouTube iconTwitter iconFlickr iconLinkedInInstagram

Federal Highway Administration Research and Technology
Coordinating, Developing, and Delivering Highway Transportation Innovations

 
REPORT
This report is an archived publication and may contain dated technical, contact, and link information
Back to Publication List        
Publication Number:  FHWA-HRT-14-020    Date:  January 2015
Publication Number: FHWA-HRT-14-020
Date: January 2015

 

Factors Influencing Operating Speeds and Safety on Rural and Suburban Roads

APPENDIX A. CRASH MODIFICATION FACTORS FOR GEOMETRIC DESIGN FEATURES

Information for table 106 was gathered from the AASHTO Highway Safety Manual (2010).(37)

Table 106. CMFs for Geometric Design Features

CMF Area Type Facility Type Notes Expected CMF (standard error)
Modify Lane Width
Rural
Two lane
None
See figure 13-1 in HSM
Modify Lane Width
Rural
Undivided multilane
None
See figure 13-2 in HSM
Modify Lane Width
Rural
Divided multilane
None
See figure 13-3 from HSM
Modify Lane Width
Rural
Frontage road
None
See figure 13-4 in HSM
Add or Widen Paved Shoulder
Rural
Two lane
None
See figure 13-5 from HSM

Add or Widen Paved Shoulder

Rural

Multilane

8- to 6-ft shoulder
1.04 (N/A)
8- to 4-ft shoulder
1.09 (N/A)
8- to 2-ft shoulder
1.13 (N/A)
8- to 0-ft shoulder
1.18 (N/A)
Add or Widen Paved Shoulder
Rural
Frontage Road
None
See figure 13-6 in HSM

Provide a Raised Median

Rural

Multilane

Injury crashes
0.88 (0.03)
Non-injury crashes
0.82 (0.03)

Change the Width of an Existing Median

Rural

Four Lane

Full access control
See table 13-12 in HSM
Partial or no access control
See table 13-13 in HSM

Increase the Distance to Roadside Features

Rural

Two Lane and Freeways

3.3- to 16.7-ft offset
0.78 (0.02)
16.7- to 30.0-ft offset
0.56 (0.01)
Reduce Roadside Hazard Rating
Rural
Two Lane
See figure 13-8 in HSM
Modify Horizontal Curve Radius
Rural
Two Lane
See figure 13-9 in HSM

Improve Superelevation

Rural

Two lane

Improve superelevation variance < 0.01
1.00 (N/A)
Improve SV 0.01≤ SV < 0.02
1.00 + 6 (SV – 0.01)
Improve SV > 0.02
1.06 + 3 (SV – 0.02)
Change Vertical Grade
Rural
Two lane
Increase vertical grade by 1 % (SVROR)
1.04 (0.02)

CMF = Crash modification factor
HSM = Highway Safety Manual
N/A = Not applicable

 

Federal Highway Administration | 1200 New Jersey Avenue, SE | Washington, DC 20590 | 202-366-4000
Turner-Fairbank Highway Research Center | 6300 Georgetown Pike | McLean, VA | 22101