Study Details
Study Title: Accident Modification Factors for Traffic Engineering and ITS Improvements
Authors: Harkey et al.
Publication Date: 2008
Abstract:
Study Citation: Harkey, D.L., R. Srinivasan, J. Baek, F. Council, K. Eccles, N. Lefler, F. Gross, B. Persaud, C. Lyon, E. Hauer, and J. Bonneson. National Cooperative Highway Research Report 617: Accident Modification Factors for Traffic Engineering and ITS Improvements, NCHRP, Transportation Research Board, Washington, DC, 2008.
Study Report: Download the Study Report Document
CMFs Associated With This Study
Category: Highway lighting
Countermeasure: Provide highway lighting
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.8 | 20 | text text | Nighttime | All | All |
0.71 | 29 | text text | Nighttime | K,A,B,C | All |
Category:Intersection traffic control
Countermeasure: Change from permitted or permitted-protected to protected
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.99 | 1 | All | All | Not specified | Urban |
0.01 | 99 | Angle | All | Not specified | Urban |
Countermeasure: Change permitted to protected/permitted or permitted/protected
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.98 | 2 | Angle | Not specified | Urban |
Countermeasure: Install a traffic signal
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.23[B] | 77 | Angle | All | Not Specified | Rural |
0.4[B] | 60 | Left turn | All | Not Specified | Rural |
1.58[I] | -58 | Rear end | All | Not specified | Rural |
0.56[B] | 44 | All | All | Not specified | Rural |
Countermeasure: Replace Night-Time Flash with Steady Operation
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.66 | 34 | Angle,Nighttime | All | Not specified | Urban |
0.65 | 35 | Nighttime | All | Not specified | Urban |
Category:Roadside
Countermeasure: Convert sideslope from 1V:7H to 1V:2H or steeper
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
1.18[#chr(176)#] | -18 | text text | All | Principal Arterial Other | Rural |
Countermeasure: Convert sideslope from 1V:7H to 1V:4H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
1.12[#chr(176)#] | -12 | text text | All | Principal Arterial Other | Rural |
Countermeasure: Convert sideslope from 1V:7H to 1V:5H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
1.09[#chr(176)#] | -9 | text text | All | Principal Arterial Other | Rural |
Countermeasure: Convert sideslope from 1V:7H to 1V:6H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
1.05[#chr(176)#] | -5 | text text | All | Principal Arterial Other | Rural |
Countermeasure: Flatten sideslope from 1V:2H to 1V:4H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.94[#chr(176)#] | 6 | text text | All | Minor Arterial | Rural |
0.9[#chr(176)#] | 10 | text text | Single vehicle | Minor Arterial | Rural |
Countermeasure: Flatten sideslope from 1V:2H to 1V:5H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.91[#chr(176)#] | 9 | text text | All | Minor Arterial | Rural |
0.85[#chr(176)#] | 15 | text text | Single vehicle | Minor Arterial | Rural |
Countermeasure: Flatten sideslope from 1V:2H to 1V:6H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.88[#chr(176)#] | 12 | text text | All | Minor Arterial | Rural |
0.79[#chr(176)#] | 21 | text text | Single vehicle | Minor Arterial | Rural |
Countermeasure: Flatten sideslope from 1V:2H to 1V:7H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.85[#chr(176)#] | 15 | text text | All | Minor Arterial | Rural |
0.73[#chr(176)#] | 27 | text text | Single vehicle | Minor Arterial | Rural |
Countermeasure: Flatten sideslope from 1V:3H to 1V:4H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.95[#chr(176)#] | 5 | text text | All | Minor Arterial | Rural |
0.92[#chr(176)#] | 8 | text text | Single vehicle | Minor Arterial | Rural |
Countermeasure: Flatten sideslope from 1V:3H to 1V:5H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.86[#chr(176)#] | 14 | text text | Single vehicle | Minor Arterial | Rural |
0.92[#chr(176)#] | 8 | text text | All | Minor Arterial | Rural |
Countermeasure: Flatten sideslope from 1V:3H to 1V:6H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.81[#chr(176)#] | 19 | text text | Single vehicle | Minor Arterial | Rural |
0.89[#chr(176)#] | 11 | text text | All | Minor Arterial | Rural |
Countermeasure: Flatten sideslope from 1V:3H to 1V:7H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.74[#chr(176)#] | 26 | text text | Single vehicle | Minor Arterial | Rural |
0.85[#chr(176)#] | 15 | text text | All | Minor Arterial | Rural |
Countermeasure: Flatten sideslope from 1V:4H to 1V:5H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.94[#chr(176)#] | 6 | text text | Single vehicle | Minor Arterial | Rural |
0.97[#chr(176)#] | 3 | text text | All | Minor Arterial | Rural |
Countermeasure: Flatten sideslope from 1V:4H to 1V:6H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.93[#chr(176)#] | 7 | text text | All | Minor Arterial | Rural |
0.88[#chr(176)#] | 12 | text text | Single vehicle | Minor Arterial | Rural |
Countermeasure: Flatten sideslope from 1V:4H to 1V:7H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.89[#chr(176)#] | 11 | text text | All | Minor Arterial | Rural |
0.81[#chr(176)#] | 19 | text text | Single vehicle | Minor Arterial | Rural |
Countermeasure: Flatten sideslope from 1V:5H to 1V:6H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.97[#chr(176)#] | 3 | text text | All | Minor Arterial | Rural |
0.94[#chr(176)#] | 6 | text text | Single vehicle | Minor Arterial | Rural |
Countermeasure: Flatten sideslope from 1V:5H to 1V:7H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.92[#chr(176)#] | 8 | text text | All | Minor Arterial | Rural |
0.86[#chr(176)#] | 14 | text text | Single vehicle | Minor Arterial | Rural |
Countermeasure: Flatten sideslope from 1V:6H to 1V:7H
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.95[#chr(176)#] | 5 | text text | All | Minor Arterial | Rural |
0.92[#chr(176)#] | 8 | text text | Single vehicle | Minor Arterial | Rural |
Category:Shoulder treatments
Countermeasure: Convert right shoulder width from 8-ft to 0-ft
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
1.18[#chr(176)#] | -18 | text text | All | Principal Arterial Other | Rural |
Countermeasure: Convert right shoulder width from 8-ft to 2-ft
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
1.13[#chr(176)#] | -13 | text text | All | Principal Arterial Other | Rural |
Countermeasure: Convert right shoulder width from 8-ft to 4-ft
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
1.09[#chr(176)#] | -9 | text text | All | Principal Arterial Other | Rural |
Countermeasure: Convert right shoulder width from 8-ft to 6-ft
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
1.04[#chr(176)#] | -4 | text text | All | Principal Arterial Other | Rural |