Toolbox of Countermeasures and Their Potential Effectiveness for Roadway Departure Crashes

Toolbox of Countermeasures and Their Potential Effectiveness for Roadway Departure Crashes PDF Author: United States. Federal Highway Administration
Publisher:
ISBN:
Category : Highway engineering
Languages : en
Pages : 28

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Book Description
Documents estimates of the crash reduction that might be expected if a specific countermeasure or group of countermeasures is implemented with respect to roadway departure crashes and other non-intersection crashes. The crash reduction estimates are presented as Crash Reduction Factors (CRFs).

Toolbox of Countermeasures and Their Potential Effectiveness for Roadway Departure Crashes

Toolbox of Countermeasures and Their Potential Effectiveness for Roadway Departure Crashes PDF Author: United States. Federal Highway Administration
Publisher:
ISBN:
Category : Highway engineering
Languages : en
Pages : 28

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Book Description
Documents estimates of the crash reduction that might be expected if a specific countermeasure or group of countermeasures is implemented with respect to roadway departure crashes and other non-intersection crashes. The crash reduction estimates are presented as Crash Reduction Factors (CRFs).

Toolbox of Countermeasures and Their Potential Effectiveness for Intersection Crashes

Toolbox of Countermeasures and Their Potential Effectiveness for Intersection Crashes PDF Author: United States. Federal Highway Administration
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 28

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Book Description
Documents estimates of the crash reduction that might be expected if a specific countermeasure, or group of countermeasures, is implemented with respect to intersection crashes., The crash reduction estimates are presented as Crash Reduction Factors (CRFs).

NHI Catalog

NHI Catalog PDF Author: National Highway Institute (U.S.)
Publisher:
ISBN:
Category : Transportation
Languages : en
Pages : 340

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Toolbox of Countermeasures for Rural Two-lane Curves

Toolbox of Countermeasures for Rural Two-lane Curves PDF Author: Shauna L. Hallmark
Publisher:
ISBN:
Category : Rural roads
Languages : en
Pages : 0

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Book Description
The Federal Highway Administration (FHWA) estimates that 58 percent of roadway fatalities are lane departures, while 40 percent of fatalities are single-vehicle run-off-road (SVROR) crashes. Addressing lane-departure crashes is therefore a priority for national, state, and local roadway agencies. Horizontal curves are of particular interest because they have been correlated with increased crash occurrence. This toolbox was developed to assist agencies address crashes at rural curves. The main objective of this toolbox is to summarize the effectiveness of various known curve countermeasures. While education, enforcement, and policy countermeasures should also be considered, they were not included given the toolbox focuses on roadway-based countermeasures. Furthermore, the toolbox is geared toward rural two-lane curves. The research team identified countermeasures based on their own research, through a survey of the literature, and through discussions with other professionals. Coverage of curve countermeasures in this toolbox is not necessarily comprehensive. For each countermeasure covered, this toolbox includes the following information: description, application, effectiveness, advantages, and disadvantages.

Toolbox of Countermeasures for Rural Two-Lane Curves

Toolbox of Countermeasures for Rural Two-Lane Curves PDF Author: Shauna L. Hallmark
Publisher:
ISBN:
Category : Rural roads
Languages : en
Pages : 61

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Book Description
The Federal Highway Administration (FHWA) estimates that 58 percent of roadway fatalities are lane departures, while 40 percent of fatalities are single-vehicle run-off-road (SVROR) crashes. Addressing lane-departure crashes is therefore a priority for national, state, and local roadway agencies. Horizontal curves are of particular interest because they have been correlated with increased crash occurrence. This toolbox was developed to assist agencies address crashes at rural curves. The main objective of this toolbox is to summarize the effectiveness of various known curve countermeasures. While education, enforcement, and policy countermeasures should also be considered, they were not included given the toolbox focuses on roadway-based countermeasures. Furthermore, the toolbox is geared toward rural two-lane curves. The research team identified countermeasures based on their own research, through a survey of the literature, and through discussions with other professionals. Coverage of curve countermeasures in this toolbox is not necessarily comprehensive. For each countermeasure covered, this toolbox includes the following information: description, application, effectiveness, advantages, and disadvantages.

Toolbox of Countermeasures and Their Potential Effectiveness to Make Intersections Safer

Toolbox of Countermeasures and Their Potential Effectiveness to Make Intersections Safer PDF Author:
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 12

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Public Roads

Public Roads PDF Author:
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 230

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Effective Highway Accident Countermeasures

Effective Highway Accident Countermeasures PDF Author: United States. Federal Highway Administration
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages : 44

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Book Description
This action plan addresses the short-term countermeasures and recommendations developed by safety professionals and practitioners from Federal, State, local and private sector organizations attending the Symposium on Effective Highway Accident Countermeasures, June 1990, Washington, D.C. It focuses on 11 priority short-term countermeasures deemed to have high payoff within the next two years. These are grouped under five categories: Pedestrian Safety Improvements; Driver Behavior and Performance; Roadway and Roadside Safety; Commercial Motor Vehicle Safety; and Corridor Safety Improvement Programs.

Development of Crash Modification Factors and Benefit-cost Analysis of Lane Departure Crash Countermeasures

Development of Crash Modification Factors and Benefit-cost Analysis of Lane Departure Crash Countermeasures PDF Author: Irfan Uddin Ahmed
Publisher:
ISBN: 9780438384477
Category : Roads
Languages : en
Pages : 103

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Book Description
The World Health Organization (WHO) reports road traffic injuries are one of the leading causes of death worldwide with 1.2 million people dying in traffic crashes annually. Total losses in monetary value amounted to $836 billion in the US in 2010. According to the Federal Highway Administration (FHWA), the comprehensive cost of a single fatal crash is estimated to be $9.6 million (2016 dollars). There have been 37,461 fatalities in 2016 in the US, which was an increase of 5.5% from 2015. According to the Fatality Analysis of Reporting System (FARS), the traffic fatality rate for the US was 1.18 per 100 million vehicle miles traveled (MVMT) while Wyoming experienced 1.20 fatalities per 100 MVMT in 2016. The trend in recent crash rates reveals that Wyoming has always been facing higher fatality rates than the national average. Challenging roadway geometry, long driving distances, and adverse weather conditions could contribute to higher average crash rates in Wyoming. Research shows that a significant number of fatal and serious injury crashes result from lane departure crashes. Lane departure crashes include angle, head-on, sideswipe, and run-off-road crashes. Factors such as driver fatigue and drowsiness, distracted driving, poor road surface condition, adverse weather, challenging roadway geometry preventing easy passing maneuvers may result in increased lane departure crashes. Some of these contributing factors could be mitigated by providing countermeasures, such as centerline rumble strips, by adding passing lanes on a two-lane roadway, and by dividing the roadway into four-lane highways. This study analyzes and compares the safety effectiveness of these three countermeasures on a two-lane two-way highway in Wyoming. The roadway selected for this study is US 287 between Laramie and the Wyoming-Colorado Stateline. Statistical analyses and benefit-cost analyses were carried out to evaluate the safety effectiveness of the aforementioned countermeasures. Six years of crash data (2003-2008) were used to develop the Safety Performance Functions (SPFs) utilizing negative binomial and zero-inflated negative binomial (ZINB) regression models. A segmented dataset consisting of variable segment lengths was prepared using homogeneous roadway geometry and traffic volume data. SPFs were developed for total crashes, property damage only (PDO) crashes, fatal and injury (F+I) crashes as well as lane departure crashes. Numerous explanatory variables related to roadway geometry and traffic volume were considered in the modeling process. It was found that LOG(VMT), vertical grade, and presence of rumble strips were the significant variables in predicting crash frequency. AIC was used as the model selection criterion to find the best fit model. Observational before-after with Empirical Bayes (EB) method was utilized to develop Crash Modification Factors (CMF) to analyze the safety effectiveness of lane departure crash countermeasure. The results show that with the implementation of conversion to four-lane divided highway, there is an expected crash reduction of 52%, 55%, 86%, and 77% associated with total crashes, F+I crashes, PDO crashes, and lane departure crashes, respectively. Furthermore, the CMFs for centerline rumble strips indicate expected crash reduction of 69%, 52%, 89%, and 80% for total crashes, F+I crashes, PDO crashes, and lane departure crashes, respectively. The CMFs obtained for passing lanes show that an expected total crash reduction of 32%, F+I crash reduction of 20% and 25% crash reduction in lane departure crashes. The overall results from this analysis show that the highest percentage of crash reduction can be expected from the implementation of centerline rumble strips. All the CMFs indicated that all countermeasures are effective in reducing the frequency and severity of crashes. Finally, a benefit-cost analysis (BCA) was carried out using comprehensive crash costs calculated by following the Highway Safety Manual and the Wyoming Department of Transportation methods. The BCA provided the opportunity to determine which countermeasure provided the best return (benefits) on investment (project costs). It was found that the return on investment is the highest for the implementation of centerline rumble strips followed by addition of passing lanes. Conversion to four-lane divided highway resulted in the lowest benefit to cost ratio. One of the reasons for this could be the higher project costs of adding lanes and dividing the roadway than the other countermeasures investigated in this study. The safety analyses and the benefit-cost analyses carried out in this study show that the implementation of centerline rumble strips provides very high CMFs and benefit to cost ratio which may seem impractical. There could be a number of reasons for the overestimation of the CMFs and the benefits of centerline rumble strips.

Synthesis Report

Synthesis Report PDF Author: Wassim Najm
Publisher:
ISBN:
Category : Express highways
Languages : en
Pages : 68

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