Study Details
Study Title: Validation and Application of Highway Safety Manual (Part D) in Florida
Authors: Abdel-Aty et al.
Publication Date:MAY, 2014
Abstract: The Highway Safety Manual (HSM) Part D provides a comprehensive list of the effects of safety treatments (countermeasures). These effects are quantified by crash modification factors (CMF), which are based on compilation from past studies of the effects of various safety treatments. The HSM Part D provides CMFs for treatments applied to roadway segments (e.g., roadside elements, alignment, signs, rumble strips, etc.), intersections (e.g., control), interchanges, special facilities (e.g., highway-rail crossings), and road networks. Thus, an assessment of the applicability of the HSM in Florida is essential. The objectives of this study are (1) to develop CMFs for various treatments in Florida for the same setting (rural/urban), road type, crash type, and severity level, (2) to evaluate the difference between these Florida-specific CMFs and the CMFs in the HSM, and (3) to recommend whether the CMFs in the HSM can be applied to Florida or new Florida-specific CMFs are needed. Different methods of observational study - before-after (B-A) and cross-sectional (C-S) - were used to calculate CMFs for a total of 17 treatments applied to roadway segments, intersections and special facilities. The CMFs calculated using the before-after with comparison-group (C-G) and empirical Bayesian (EB) methods, only the CMF with lower standard error was selected. The methods of calculating CMFs were determined based on the availability of the data and the methods used in the HSM, if the CMFs were provided in the HSM. It was found that Florida-specific CMFs were generally statistically significant, and safety effects represented by the CMFs were intuitive, similar to the CMFs in the HSM. It was also found that Florida-specific CMFs for the treatments not included in the HSM showed significant positive effects in reducing crash frequencies.
Study Citation: Abdel-Aty, M.A., C. Lee, J. Park, J.Wang, M. Abuzwidah, and S. Al-Arifi. "Validation and Application of Highway Safety Manual (Part D) in Florida." Florida Department of Transportation. Tallahassee, Florida. (May 2014).
Related Citations: Park, J., M. Abdel-Aty, J. Lee, and C. Lee. "Developing crash modification functions to assess safety effects of adding bike lanes for urban arterials with different roadway and socio-economic characteristics". Accident Analysis and Prevention, Vol. 74, (2015) pp. 179-191.
Study Report: Download the Study Report Document
CMFs Associated With This Study
Category: Access management
Countermeasure: 10-ft to 100-ft conversion (median width)
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.25 | 75 | | All | All | Not specified | Urban |
0.87 | 13 | | All | All | Not specified | Urban |
0.58 | 42 | | All | All | Not specified | Urban |
Countermeasure: 10-ft to 20-ft conversion (median width)
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.86 | 14 | | All | All | Not specified | Urban |
0.98 | 2 | | All | All | Not specified | Urban |
0.94 | 6 | | All | All | Not specified | Urban |
Countermeasure: 10-ft to 30-ft conversion (median width)
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.73 | 27 | | All | All | Not specified | Urban |
0.94 | 6 | | All | All | Not specified | Urban |
0.89 | 11 | | All | All | Not specified | Urban |
Countermeasure: 10-ft to 40-ft converstion (median width)
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.63 | 37 | | All | All | Not specified | Urban |
0.95 | 5 | | All | All | Not specified | Urban |
0.84 | 16 | | All | All | Not specified | Urban |
Countermeasure: 10-ft to 50-ft conversion (median width)
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.94 | 6 | | All | All | Not specified | Urban |
0.54 | 46 | | All | All | Not specified | Urban |
0.79 | 21 | | All | All | Not specified | Urban |
Countermeasure: 10-ft to 60-ft conversion (median width)
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.46 | 54 | | All | All | Not specified | Urban |
0.92 | 8 | | All | All | Not specified | Urban |
0.74 | 26 | | All | All | Not specified | Urban |
Countermeasure: 10-ft to 70-ft conversion (median width)
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.39 | 61 | | All | All | Not specified | Urban |
0.91 | 9 | | All | All | Not specified | Urban |
0.7 | 30 | | All | All | Not specified | Urban |
Countermeasure: 10-ft to 80-ft conversion (median width)
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.34 | 66 | | All | All | Not specified | Urban |
0.89 | 11 | | All | All | Not specified | Urban |
0.66 | 34 | | All | All | Not specified | Urban |
Countermeasure: 10-ft to 90-ft conversion (median width)
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.29 | 71 | | All | All | Not specified | Urban |
0.88 | 12 | | All | All | Not specified | Urban |
0.62 | 38 | | All | All | Not specified | Urban |
Countermeasure: Install raised median
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.32 | 68 | | Head on | All | Not specified | Urban |
0.81 | 19 | | All | K,A,B,C | Not specified | Urban |
0.76 | 24 | | All | K,A,B,C | Not specified | Rural |
0.29 | 71 | | Head on | All | Not specified | Rural |
Category:Advanced technology and ITS
Countermeasure: Convert existing barrier tollbooths to open road tolling (ORT) facility
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.53 | 47 | | All | All | Principal Arterial Other Freeways and Expressways | Not specified |
0.54 | 46 | | All | K,A,B,C | Principal Arterial Other Freeways and Expressways | Not specified |
0.46 | 54 | | All | O | Principal Arterial Other Freeways and Expressways | Not specified |
0.34 | 66 | | Rear end | All | Principal Arterial Other Freeways and Expressways | Not specified |
0.45 | 55 | | Other | All | Principal Arterial Other Freeways and Expressways | Not specified |
Countermeasure: Install red-light cameras
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
1.17 | -17 | | Rear end | All | Not specified | Urban |
0.76 | 24 | | Angle,Left turn | All | Not specified | Urban |
1.32 | -32 | | Rear end | All | Not specified | Urban |
0.74 | 26 | | Angle,Left turn | K,A,B,C | Not specified | Urban |
1.41 | -41 | | Rear end | K,A,B,C | Not specified | Urban |
0.84 | 16 | | Angle,Left turn | All | Not specified | Urban |
0.87 | 13 | | Angle,Left turn | K,A,B,C | Not specified | Urban |
1.23 | -23 | | Rear end | K,A,B,C | Not specified | Urban |
0.89 | 11 | | Angle,Left turn | All | Not specified | Urban |
0.99 | 1 | | Rear end | All | Not specified | Urban |
0.92 | 8 | | Angle,Left turn | K,A,B,C | Not specified | Urban |
1.08 | -8 | | Rear end | K,A,B,C | Not specified | Urban |
Category:Bicyclists
Countermeasure: Install bicycle lanes
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.73 | 27 | | All | K,A,B,C | Not specified | Urban |
0.68 | 32 | | All | All | Not specified | Urban |
0.42 | 58 | | Vehicle/bicycle | All | Not specified | Urban |
0.4 | 60 | | Vehicle/bicycle | K,A,B,C | Not specified | Urban |
Category:Highway lighting
Countermeasure: Install lighting
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.82 | 18 | | Other | All | Minor Arterial | Urban |
0.68 | 32 | | All | K,A,B,C | Minor Arterial | Urban |
0.74 | 26 | | All | All | Minor Arterial | Urban |
0.62 | 38 | | Rear end | All | Minor Arterial | Urban |
0.82 | 18 | | Angle | All | Minor Arterial | Urban |
0.63 | 37 | | Single vehicle | All | Minor Arterial | Urban |
0.77 | 23 | | All | K,A,B,C | Minor Arterial | Urban |
Category:Intersection geometry
Countermeasure: Conversion of stop-controlled intersection to roundabout
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.38 | 62 | | All | All | Not specified | Not specified |
0.29 | 71 | | All | K,A,B,C | Not specified | Not specified |
Countermeasure: Install left-turn lane
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.73 | 27 | | All | K,A,B,C | Not specified | Rural |
0.69 | 31 | | All | All | Not specified | Rural |
0.64 | 36 | | All | K,A,B,C | Not specified | Rural |
Category:Intersection traffic control
Countermeasure: Install a traffic signal
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.61 | 39 | | All | All | Not specified | Urban |
0.46 | 54 | | Angle | All | Not specified | Urban |
0.71 | 29 | | Rear end | All | Not specified | Urban |
0.66 | 34 | | Left turn | All | Not specified | Urban |
1.95 | -95 | | Rear end | All | Not specified | Rural |
0.5 | 50 | | Left turn | All | Not specified | Rural |
0.67 | 33 | | Angle | All | Not specified | Urban |
0.45 | 55 | | Left turn | All | Not specified | Urban |
0.7 | 30 | | Angle | All | Not specified | Rural |
Category:Roadway
Countermeasure: Add a through lane on both directions and a raised median
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.47 | 53 | | All | All | Not specified | Urban |
0.52 | 48 | | All | All | Not specified | Urban |
0.28 | 72 | | All | All | Not specified | Urban |
0.32 | 68 | | All | All | Not specified | Urban |
0.33 | 67 | | All | K,A,B,C | Not specified | Urban |
0.71 | 29 | | All | All | Not specified | Rural |
0.51 | 49 | | All | K,A,B,C | Not specified | Rural |
Countermeasure: Convert 12-foot lanes to 10-foot lanes
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.58 | 42 | | All | All | Not specified | Rural |
0.73 | 27 | | All | All | Not specified | Rural |
Countermeasure: Convert 12-foot lanes to 11-foot lanes
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.76 | 24 | | All | All | Not specified | Rural |
0.85 | 15 | | All | All | Not specified | Rural |
Countermeasure: Convert 12-foot lanes to 9-foot or less
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.44 | 56 | | All | All | Not specified | Rural |
0.62 | 38 | | All | All | Not specified | Rural |
Countermeasure: Convert a TWLTL to a raised median
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.67 | 33 | | All | K,A,B,C | Not specified | Not specified |
0.53 | 47 | | All | All | Not specified | Not specified |
0.27 | 73 | | Head on | All | Not specified | Not specified |
Countermeasure: Road diet (Convert 4-lane undivided road to 2-lanes plus turning lane)
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.56 | 44 | | All | All | Principal Arterial Other | Urban |
0.63 | 37 | | All | K,A,B,C | Principal Arterial Other | Urban |
Category:Shoulder treatments
Countermeasure: Decrease paved right shoulder from 8-ft to X
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
1.16 | -16 | | All | All | Not specified | Rural |
1.88 | -88 | | All | K,A,B,C | Not specified | Rural |
1.17 | -17 | | All | K,A,B,C | Not specified | Rural |
1.37 | -37 | | All | K,A,B,C | Not specified | Rural |
1.61 | -61 | | All | K,A,B,C | Not specified | Rural |
Countermeasure: Install shoulder rumble strips
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.712 | 28.8 | | All | All | Not specified | All |
0.67 | 33 | | Run off road | K,A,B,C | Not specified | All |
0.678 | 32.2 | | Run off road | K,A,B,C | Not specified | Rural |
0.73 | 27 | | All | All | Not specified | Rural |
0.73 | 27 | | All | All | Not specified | Rural |
0.64 | 36 | | All | K,A,B,C | Not specified | Rural |
0.63 | 37 | | All | K,A,B,C | Not specified | Rural |
0.6 | 40 | | Run off road | All | Not specified | Rural |
0.58 | 42 | | Run off road | All | Not specified | Rural |
0.64 | 36 | | Run off road | K,A,B,C | Not specified | Rural |
0.59 | 41 | | Run off road | K,A,B,C | Not specified | Rural |
Countermeasure: Install shoulder rumble strips and widen shoulder width
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.5 | 50 | | All | All | All | Rural |
0.4 | 60 | | Run off road | All | All | Rural |
0.4 | 60 | | Run off road | All | All | Rural |
0.58 | 42 | | Run off road | K,A,B,C | All | Rural |
0.63 | 37 | | Run off road | K,A,B,C | All | Rural |
Countermeasure: Widen shoulder
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|
0.82 | 18 | | All | All | Not specified | Rural |
0.66 | 34 | | All | All | Not specified | Rural |
0.68 | 32 | | All | K,A,B,C | Not specified | Rural |
0.51 | 49 | | All | K,A,B,C | Not specified | Rural |
0.68 | 32 | | Run off road | All | Not specified | Rural |
0.6 | 40 | | Run off road | All | Not specified | Rural |
0.39 | 61 | | Run off road | K,A,B,C | Not specified | Rural |