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Evaluating the Safety Effectiveness of Regulatory Headlight Signs in Wyoming

Evaluating the Safety Effectiveness of Regulatory Headlight Signs in Wyoming PDF Author: Md. Hamidur Rahman
Publisher:
ISBN: 9781369761856
Category : Roads
Languages : en
Pages : 176

Book Description
To achieve better traffic management, transportation agencies implement a variety of traffic safety countermeasures in their roadway system. Regulatory headlight sign is a countermeasure which can be implemented on roadway sections with challenging geometrical characteristics to require drivers to turn on their headlights manually. Several studies showed that Daytime Running Lights (DRL) technology reduces certain types of multi-vehicle daytime crashes. Elvik (1996) conducted a meta-analysis using previous 17 studies that estimated safety effectiveness of DRL and concluded that DRL technology reduces certain types of daytime multi-vehicle crashes (head-on and opposite sideswipe crashes) by 10- to-15%. It is recognized that the overall safety effectiveness of DRL for different road users is still up for debate. Assuming that instructions given on a headlight sign will be observed and obeyed by motor vehicle drivers, these signs may help in increasing vehicle conspicuity and detectability. Headlights may help drivers maintaining appropriate lane position and proper gap with ambient traffic and hence improve safety. This study evaluated the safety efficacy of regulatory headlight signs by calibrating Crash Modification Factors (CMFs) on rural two-way two-lane mountainous roadway sections in Wyoming using various case-control, and observational before-after studies. Research related to the Crash Modification Factor estimation of regulatory headlight signs is hard to come by. The Federal Highway Administration (FHWA) launched an online site named “Crash Modification Factor Clearing House” in a bid to compile CMFs reported by various researchers in the transportation field. The Highway Safety Manual (HSM 2010) also provides CMF values for a number of countermeasures. The HSM also provides detailed steps on how to calibrate quality CMFs. The CMF for regulatory headlight 6zsign does not exist in the FHWA CMF Clearinghouse and the Highway Safety Manual suggesting scarcity of research on this countermeasure. This study will augment the understanding of the role of regulatory headlight signs on two-way two-lane mountainous roadway sections. There are seven regulatory headlight sign sections in Wyoming’s two-way two-lane roadway system. Daytime Running Light can be enforced in two forms; as a mandatory technological feature equipped in vehicles that turn on headlights with the start of the ignition, or as a behavioral measure that requires drivers to turn on headlights of their vehicles manually wherever they enter such regulatory headlight sign sections on a roadway. The main focus of this study was the manual headlight operation with taking into consideration the market penetration of the automatic DRL technology as well as drivers’ compliance with the headlight sign countermeasure. Three methods were attempted to achieve the goal of this research. In the case-control method, simple odds and odds ratios were utilized to quantify how strongly the presence of DRL is associated with the existence of headlight signs for crashes in two-way two-lane highways. Cross-sectional data for crash frequency and factors affecting crash frequency of a segment from both headlights sign sections and reference sections were also used in a cross-sectional design. In the before-after with EB study, only three sections; WY220 MP 88-102, WY59 MP 76-101, and WY28 MP 24.408-68.219 were used in a 3-year before and 2-year after study due to data limitation. Wyoming-specific simple Safety Performance Functions (SPFs) and full SPFs were used to estimate safety effectiveness of regulatory headlight signs for different crash types. Odds ratio determined from case-control analysis for total crash type indicates no significant effect of the presence of DRL equipped vehicles on the roadway sections with or without regulatory headlight signs. Similar conclusion was obtained for target crashes, i.e., head- on and opposite sideswipe crashes. It should be noted that both findings were not statistically significant. Results from the cross-sectional study show that Crash Modification Factor of regulatory headlight sign is less than 1 in all crash types considered except target crash type indicating safety benefit with the maximum value of 1.20 observed in target crash type and the minimum value of 0.5233 observed in fatal plus injury crash type, respectively. None of the results are statistically significant at 95% confidence level. Results from the before-after with EB study using both simple SPF and full SPF show that installing regulatory headlight sign on rural two-way two-lane mountainous roadway sections results in unreasonable safety effectiveness for total, target, and fatal plus injury crash types. Both results are over-estimating the safety effects of headlight signs and cannot be accepted from an engineering perspective. There might be several reasons behind this high safety estimate including some other unobserved treatments that were not considered in the analysis. Moreover, the limited number of treated sites could be another reason; only three sites were utilized in the study.

Evaluating the Safety Effectiveness of Regulatory Headlight Signs in Wyoming

Evaluating the Safety Effectiveness of Regulatory Headlight Signs in Wyoming PDF Author: Md. Hamidur Rahman
Publisher:
ISBN: 9781369761856
Category : Roads
Languages : en
Pages : 176

Book Description
To achieve better traffic management, transportation agencies implement a variety of traffic safety countermeasures in their roadway system. Regulatory headlight sign is a countermeasure which can be implemented on roadway sections with challenging geometrical characteristics to require drivers to turn on their headlights manually. Several studies showed that Daytime Running Lights (DRL) technology reduces certain types of multi-vehicle daytime crashes. Elvik (1996) conducted a meta-analysis using previous 17 studies that estimated safety effectiveness of DRL and concluded that DRL technology reduces certain types of daytime multi-vehicle crashes (head-on and opposite sideswipe crashes) by 10- to-15%. It is recognized that the overall safety effectiveness of DRL for different road users is still up for debate. Assuming that instructions given on a headlight sign will be observed and obeyed by motor vehicle drivers, these signs may help in increasing vehicle conspicuity and detectability. Headlights may help drivers maintaining appropriate lane position and proper gap with ambient traffic and hence improve safety. This study evaluated the safety efficacy of regulatory headlight signs by calibrating Crash Modification Factors (CMFs) on rural two-way two-lane mountainous roadway sections in Wyoming using various case-control, and observational before-after studies. Research related to the Crash Modification Factor estimation of regulatory headlight signs is hard to come by. The Federal Highway Administration (FHWA) launched an online site named “Crash Modification Factor Clearing House” in a bid to compile CMFs reported by various researchers in the transportation field. The Highway Safety Manual (HSM 2010) also provides CMF values for a number of countermeasures. The HSM also provides detailed steps on how to calibrate quality CMFs. The CMF for regulatory headlight 6zsign does not exist in the FHWA CMF Clearinghouse and the Highway Safety Manual suggesting scarcity of research on this countermeasure. This study will augment the understanding of the role of regulatory headlight signs on two-way two-lane mountainous roadway sections. There are seven regulatory headlight sign sections in Wyoming’s two-way two-lane roadway system. Daytime Running Light can be enforced in two forms; as a mandatory technological feature equipped in vehicles that turn on headlights with the start of the ignition, or as a behavioral measure that requires drivers to turn on headlights of their vehicles manually wherever they enter such regulatory headlight sign sections on a roadway. The main focus of this study was the manual headlight operation with taking into consideration the market penetration of the automatic DRL technology as well as drivers’ compliance with the headlight sign countermeasure. Three methods were attempted to achieve the goal of this research. In the case-control method, simple odds and odds ratios were utilized to quantify how strongly the presence of DRL is associated with the existence of headlight signs for crashes in two-way two-lane highways. Cross-sectional data for crash frequency and factors affecting crash frequency of a segment from both headlights sign sections and reference sections were also used in a cross-sectional design. In the before-after with EB study, only three sections; WY220 MP 88-102, WY59 MP 76-101, and WY28 MP 24.408-68.219 were used in a 3-year before and 2-year after study due to data limitation. Wyoming-specific simple Safety Performance Functions (SPFs) and full SPFs were used to estimate safety effectiveness of regulatory headlight signs for different crash types. Odds ratio determined from case-control analysis for total crash type indicates no significant effect of the presence of DRL equipped vehicles on the roadway sections with or without regulatory headlight signs. Similar conclusion was obtained for target crashes, i.e., head- on and opposite sideswipe crashes. It should be noted that both findings were not statistically significant. Results from the cross-sectional study show that Crash Modification Factor of regulatory headlight sign is less than 1 in all crash types considered except target crash type indicating safety benefit with the maximum value of 1.20 observed in target crash type and the minimum value of 0.5233 observed in fatal plus injury crash type, respectively. None of the results are statistically significant at 95% confidence level. Results from the before-after with EB study using both simple SPF and full SPF show that installing regulatory headlight sign on rural two-way two-lane mountainous roadway sections results in unreasonable safety effectiveness for total, target, and fatal plus injury crash types. Both results are over-estimating the safety effects of headlight signs and cannot be accepted from an engineering perspective. There might be several reasons behind this high safety estimate including some other unobserved treatments that were not considered in the analysis. Moreover, the limited number of treated sites could be another reason; only three sites were utilized in the study.

Safety Effectiveness of Regulatory Headlight Signs in Wyoming - Phase 1

Safety Effectiveness of Regulatory Headlight Signs in Wyoming - Phase 1 PDF Author: University of Wyoming. Department of Civil and Architectural Engineering
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 81

Book Description
Although Daytime Running Lights (DRLs) may have a significant impact on increasing vehicle conspicuity during different times of the day, their effect on overall safety is still up for debate. A recent study by the U.S. Department of Transportation (USDOT) National Highway Traffic Safety Administration (NHTSA) showed that DRLs offer no statistically significant reduction in the frequency or severity of crashes analyzed. There are functional issues with using automatic DRLs only: drivers with automatic DRLs often do not turn on their low-beam headlights in adverse weather conditions and at dusk or dawn. This is especially dangerous because the taillights do not come on until the low-beam headlights are turned on manually. This becomes more important at hazardous roadway sections that require both headlights and taillights. This project investigated the impact of the compliance rate, and the density of the DRL technology on the safety benefits of regulatory headlight signs on mountainous and non-mountainous rural two-lane highways. The safety effectiveness of headlight signs was examined based on DRLs-equipped and non-DRL- equipped vehicles. Simple odds and ratio of odds ratios were utilized to adjust for a variety of exogenous factors. Four different scenarios were considered in analyzing crash data. A case-control method was used to compare crashes for a set of passenger vehicles equipped with DRLs and vehicles without DRLs on roadway sections with and without headlight signs. The low compliance rate to the mandatory headlight sign may result in misleading conclusions about the safety benefits of the regulatory headlight signs. A careful analysis should be carried out to quantify the actual benefits. Development of social media campaigns might be necessary to raise public awareness about the importance of complying with the mandatory headlight use signs.

Safety Effectiveness of Regulatory Headlight Signs in Wyoming - Phase 1, Interim Report Phase 2

Safety Effectiveness of Regulatory Headlight Signs in Wyoming - Phase 1, Interim Report Phase 2 PDF Author: University of Wyoming. Department of Civil and Architectural Engineering
Publisher:
ISBN:
Category : Automobiles
Languages : en
Pages : 81

Book Description
"This project investigated the impact of compliance rate, and the density of the DRL technology on safety benefits of regulatory headlight signs on mountainous and non-mountainous rural two-lane highways."--Technical Report Documentation Page.

Policy Considerations and Evaluation of the Safety Effectiveness of Rumble Strips in Wyoming

Policy Considerations and Evaluation of the Safety Effectiveness of Rumble Strips in Wyoming PDF Author: Mirza Ahammad Sharif
Publisher:
ISBN: 9781339185477
Category : Cyclists
Languages : en
Pages : 178

Book Description
Rumble strips/stripes are used by many states as a relatively low cost proven safety countermeasure to reduce or prevent lane departure crashes by providing a vibrotactile and audible warning to inattentive motorists. Although the advantages of rumble strips are generally found to outweigh the disadvantages, several issues and concerns have been identified regarding the implementation of rumble strips. The main goal of this study is to develop an effective policy of shoulder and centerline rumble strips/stripes in the State of Wyoming to enhance motor vehicle safety while accommodating all road users to the highest practical extent. Surveys were conducted to assess road users' concerns about rumble strips. Moreover, several issues regarding the use of rumble strips/stripes including: construction, maintenance, and noise are discussed. With the help of WYDOT, information regarding the state of practice of rumble strips/stripes in the U.S. was collected. Information was obtained through a review of the literature, online survey, and email communication with States DOTs. Thirty states responded to the online survey. Only four agencies have fully adhered to the NCHRP guidelines; Idaho, Mississippi, Nevada, and New Mexico. Fifteen agencies indicated that they are using the guidelines provided by NCHRP with some modifications to suit the needs of their region. Seven agencies are using their own guidelines; Alabama, Kentucky, Massachusetts, New Hampshire, North Dakota, Texas, and Wyoming. Among the agencies which took the survey, only Oklahoma responded that they do not have a written policy for rumble strips. Based on the DOTs guidelines identified recently from the literature and survey responses, thirty state agencies have already made provisions to accommodate bicyclists. Only three agencies responded that they do not have any provisions for bicyclists while the remaining eighteen state agencies indicated that they do not have adequate information to address this issue. The rest of the survey results showed that many DOTs are still updating their rumble strip policies. DOTs which had already been using their own guidelines are now moving forward to accommodate the non-conventional vehicles and nearby residents. About 72 percent of the states are following the NCHRP Report 641 guideline, either strictly or with some modifications. Application criteria and maintenance practices vary by state. Shoulder rumble strips are more widely used than centerline rumble strips or shoulder rumble stripes. Rumble strips are installed mostly on rural roadways since they possess fewer constraints on installation criteria. All of the 30 states which responded to the survey are using SRS and among them 27 states are using CLRS. The use of the combination of SRS and CLRS is not adopted by all the states, only 55 percent of the states are using both types in combination. Although the NCHRP 641 issued guidance on how state agencies can balance the increase in rumble strips implementation while accommodating all roadway users, 16 percent of state DOTs have indicated that their policies do not have any provisions for bicyclists when installing rumble strips, whereas, 42 percent of the DOTs do not consider noise when installing rumble strips. Most of the DOTs commented that they try to avoid installing rumble strips in urban areas to prevent noise. From the survey responses, information gathered in earlier surveys, and from synthesis documents; it was found that 36 states made provisions to accommodate bicyclists; while only 3 states; Idaho, Maine, and Florida attempted to accommodate motorcyclists. Maine DOT provides skip pattern on centerline rumble strips in rumble strips to facilitate motorcycle lane changes. Idaho DOT uses centerline rumble strips only in no-passing zones. The governing criteria ranked by DOTs when a roadway is considered for installing rumble strips are in the following order; area type (urban vs. rural), guardrail, pavement type, pavement thickness, bicycle traffic, motorcyclists, noise, nearby residents. An Expert System has been developed to provide an interactive easy way to navigate through rumble strips/stripes practices and guidelines in the U.S. It is recommended that the information compiled in the 'Expert System' should be fully utilized when adopting a new policy. It is also recommended that other DOTs implement or upgrade their rumble strips policies may utilize recent information presented in this study. Nine rural two-lane segments of 121.6 miles were identified for safety effectiveness analysis and to calibrate Crash Modification Factors (CMF) for rumble strips in Wyoming. Three years of crash and traffic data in the before and after were used to conduct a Naïve before-after analysis. The results showed significant effect of shoulder rumble strips on reducing target crashes and total crashes. Total crashes reduced by 40%. Additionally, Fatal and Injury (F+I) crashes, and Single Vehicle Run-Off-Road (SVROR) crashes reduced by 44% and 39%, respectively.

Safety Effectiveness of Advance Warning Signs on Mountain Pass Downgrades

Safety Effectiveness of Advance Warning Signs on Mountain Pass Downgrades PDF Author: Mustaffa Raja
Publisher:
ISBN: 9780438468474
Category : Mountain roads
Languages : en
Pages : 169

Book Description
Mountain passes increase the risk of a runaway, or out of control trucks. Advance warning signs inform the driver to take special precautions such as reducing speed or using lower gears during the descent. The Wyoming Department of Transportation has installed steep grade advance warning systems on Wyoming mountain passes. However, concerns for out of control trucks on mountain passes are still ongoing. Hence, a supplementary study is necessary to enhance safety and effectiveness of the preexisting warning systems. Quantitative data of truck crashes on downgrades throughout the state of Wyoming were investigated; five representative downgrades were selected for investigating the effectiveness of warning signs, namely, WY-22 (Teton Pass), WY-14 & 16 in the Bighorn Mountains, as well as WY-28 (South Pass). The purpose of this study is to explore the effectiveness of advanced warning signs on mountain pass downgrades with respect to truck-related crash events and to discuss a safety evaluation study of Wyoming mountain passes and to make recommendations for improving the warning systems used to alert drivers to take special precautions on steep downgrades. A propensity score was estimated in order to quantify the effectiveness of warning signs on downgrades. The study found that the estimated probability of a truck crash occurring on untreated sites is 1.3 higher than treated sites based on matching propensity scores. Individual sign types were also investigated by negative binomial modeling for truck and all vehicle crashes. Chevron and trucker warning signs were found to be significant predictors in decreasing the frequency of crashes. GIS maps of warning sign and truck crash hotspots were generated for areas selected by performance measures listed in HSM. These maps were used to analyze the current warning sign system and several recommendations from the MUTCD were given.

Evaluating the Effectiveness of Regulatory and Warning Signs on Driver Behavior Near Highway/rail Crossings

Evaluating the Effectiveness of Regulatory and Warning Signs on Driver Behavior Near Highway/rail Crossings PDF Author: Julius Codjoe
Publisher:
ISBN:
Category : TECHNOLOGY & ENGINEERING
Languages : en
Pages : 0

Book Description


Improving Motor Carrier Safety Measurement

Improving Motor Carrier Safety Measurement PDF Author: National Academies of Sciences, Engineering, and Medicine
Publisher: National Academies Press
ISBN: 0309462010
Category : Transportation
Languages : en
Pages : 183

Book Description
Every year roughly 100,000 fatal and injury crashes occur in the United States involving large trucks and buses. The Federal Motor Carrier Safety Administration (FMCSA) in the U.S. Department of Transportation works to reduce crashes, injuries, and fatalities involving large trucks and buses. FMCSA uses information that is collected on the frequency of approximately 900 different violations of safety regulations discovered during (mainly) roadside inspections to assess motor carriers' compliance with Federal Motor Carrier Safety Regulations, as well as to evaluate their compliance in comparison with their peers. Through use of this information, FMCSA's Safety Measurement System (SMS) identifies carriers to receive its available interventions in order to reduce the risk of crashes across all carriers. Improving Motor Carrier Safety Measurement examines the effectiveness of the use of the percentile ranks produced by SMS for identifying high-risk carriers, and if not, what alternatives might be preferred. In addition, this report evaluates the accuracy and sufficiency of the data used by SMS, to assess whether other approaches to identifying unsafe carriers would identify high-risk carriers more effectively, and to reflect on how members of the public use the SMS and what effect making the SMS information public has had on reducing crashes.

Uniform Vehicle Code and Model Traffic Ordinance

Uniform Vehicle Code and Model Traffic Ordinance PDF Author: National Committee on Uniform Traffic Laws and Ordinances
Publisher:
ISBN:
Category : Automobiles
Languages : en
Pages : 162

Book Description


Highway Research and Development Studies Using Federal-aid Research and Planning Funds

Highway Research and Development Studies Using Federal-aid Research and Planning Funds PDF Author:
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 190

Book Description


Highway Research and Development Studies in Progress as of July 1 1969 Using Federal-aid Research and Planning Funds

Highway Research and Development Studies in Progress as of July 1 1969 Using Federal-aid Research and Planning Funds PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 188

Book Description