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Yang Y, Li M, Easa SM, Lin J, Zheng X. Effect of expressway exit deceleration markings on distracted drivers in China. Heliyon 2024; 10:e35291. [PMID: 39296186 PMCID: PMC11408788 DOI: 10.1016/j.heliyon.2024.e35291] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Download PDF] [Figures] [Journal Information] [Subscribe] [Scholar Register] [Received: 03/08/2024] [Revised: 07/23/2024] [Accepted: 07/25/2024] [Indexed: 09/21/2024] Open
Abstract
Expressway exit areas experience traffic diversion and complex road conditions, making them accident-prone areas. In this study, transverse and fishbone visual illusion deceleration markings were selected to optimize the induction facilities at expressway exits. The research aims to investigate the impact of these markings on the driving behavior, cognitive load, and physiological characteristics of drivers in various distracted scenarios at expressway exit areas. Furthermore, a comprehensive evaluation of each experimental scheme is conducted using the Matter-Element Extension Model. The study found that the implementation of deceleration markings can effectively enhance driver alertness and lane change awareness, enabling drivers to reduce their speed to near the speed limit in exit areas without compromising driving comfort. Compared to the situation without markings, drivers begin to decelerate approximately 600 m earlier and exit the ramp when markings are present. Fishbone deceleration markings, in contrast to transverse markings, result in lower vehicle speeds, smoother deceleration, and more effectively stimulate drivers' intention to change lanes, guiding them to make the final lane change earlier. Based on the comprehensive evaluation results, it is recommended that transverse or fishbone deceleration markings be considered in engineering practice. These markings have not produced significant effects on driver visual fatigue and driving load, with fishbone markings demonstrating superior comprehensive evaluation outcomes. These research findings can provide valuable insights for future expressway exit area marking design schemes, further enhancing driver safety.
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Affiliation(s)
- Yanqun Yang
- College of Civil Engineering, Fuzhou University, Fujian 350116, China
- Joint International Research Laboratory on Traffic Psychology & Behaviors, Fuzhou University, Fujian 350116, China
| | - Mingtao Li
- College of Civil Engineering, Fuzhou University, Fujian 350116, China
- Joint International Research Laboratory on Traffic Psychology & Behaviors, Fuzhou University, Fujian 350116, China
| | - Said M Easa
- Joint International Research Laboratory on Traffic Psychology & Behaviors, Fuzhou University, Fujian 350116, China
- Department of Civil Engineering, Toronto Metropolitan University, Toronto, M5B 2K3, Canada
| | - Jie Lin
- College of Civil Engineering, Fuzhou University, Fujian 350116, China
- Joint International Research Laboratory on Traffic Psychology & Behaviors, Fuzhou University, Fujian 350116, China
| | - Xinyi Zheng
- Joint International Research Laboratory on Traffic Psychology & Behaviors, Fuzhou University, Fujian 350116, China
- School of Humanities and Social Sciences, Fuzhou University, Fujian 350116, China
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2
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Almallah M, Alhajyaseen WKM, Dias C. Safety assessment of on-road cycling lanes: A comparative study of different layouts using driving simulator. ACCIDENT; ANALYSIS AND PREVENTION 2024; 196:107431. [PMID: 38171074 DOI: 10.1016/j.aap.2023.107431] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 09/07/2023] [Revised: 12/12/2023] [Accepted: 12/18/2023] [Indexed: 01/05/2024]
Abstract
Over the past few decades, a growing attention has been directed toward cycling due to its positive impacts on social, economic, and health aspects. Various countries are adopting and implementing strategies to promote cycling as a daily mode of transport. The main objective of this study is to improve cyclists' safety by investigating the impact of different layouts of on-road cycle lanes at two-lane two-way roads on drivers' interactions with cyclists using driving simulator. Three layouts of on-road cycle lanes were tested and compared, namely, uncolored, colored, and island separation, along with a control case where no cycle lane was provided. In addition, the impact of road alignments (straight sections, left and right curves) and the presence of an opposing vehicle were investigated. The driving simulator at Qatar University was used to conduct this study. A total of 92 subjects participated in this study. According to the results, on-road cycle lanes can significantly increase the safety of cyclists compared to shared lanes with motorized traffic. Moreover, the results showed that the drivers' intrusion to the opposite lane in the presence of opposing vehicles can be eliminated by providing on-road cycle lanes. That is, drivers' crash risk can also be reduced through the provision of on-road cycle lanes. Comparison of different on-road cycle lane treatments showed that uncolored cycle lanes outperformed the other layouts in terms of lateral clearance between the driver and the cyclist for right and straight alignments. On the other hand, the colored cycle lane showed better results for the left alignment. The findings of this study could be useful for designing on-road bicycle infrastructure to eliminate possible vehicle-cyclist and vehicle-vehicle conflicts and minimize crash risk.
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Affiliation(s)
- Mustafa Almallah
- Qatar Transportation and Traffic Safety Center, College of Engineering, Qatar University, PO Box 2713, Doha, Qatar; Department of Civil & Environmental Engineering, College of Engineering, Qatar University, PO Box 2713, Doha, Qatar.
| | - Wael K M Alhajyaseen
- Qatar Transportation and Traffic Safety Center, College of Engineering, Qatar University, PO Box 2713, Doha, Qatar; Department of Civil & Environmental Engineering, College of Engineering, Qatar University, PO Box 2713, Doha, Qatar.
| | - Charitha Dias
- Department of Civil & Environmental Engineering, College of Engineering, Qatar University, PO Box 2713, Doha, Qatar.
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Huang Y, Chen F, Song M, Pan X, You K. Effect evaluation of traffic guidance in urban underground road diverging and merging areas: A simulator study. ACCIDENT; ANALYSIS AND PREVENTION 2023; 186:107036. [PMID: 36996603 DOI: 10.1016/j.aap.2023.107036] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 10/12/2022] [Revised: 03/13/2023] [Accepted: 03/14/2023] [Indexed: 06/19/2023]
Abstract
Traffic accidents occur frequently in urban underground road diverging and merging areas due to the limited vision and complex traffic. Well-designed traffic visual guidance is one of the effective measures to alleviate the traffic safety problems in the diverging and merging areas of urban underground roads. In this study, four different integrated traffic guidance schemes (including signs, marking lines and sidewall guidance) were proposed and their effects on drivers' behaviour were investigated through driving simulator experiments and questionnaire survey. To investigate the influence of different schemes, eight variables about driving behaviour and guidance efficiency were assessed for analysis. Finally, a fuzzy comprehensive evaluation model based on analytic hierarchy process (FCE + AHP) was constructed to evaluate the effect of guidance schemes. Vehicle running state, driver operation behaviour and guidance efficiency were mainly considered. The guidance evaluation results obtained by the model were consistent with the conclusions of the driver subjective questionnaire. The results show that reasonable setting of white dotted lines and colour guidance can help drivers find exits quickly and improve driving stability. However, excessive combination of traffic guidance leads to information overload and produces the opposite effect. This study can provide a generic framework for the design and evaluation of traffic guidance facilities of urban underground roads.
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Affiliation(s)
- Yanni Huang
- The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, 4800 Cao'an Road, Jiading, Shanghai 201804, China.
| | - Feng Chen
- The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, 4800 Cao'an Road, Jiading, Shanghai 201804, China.
| | - Mingtao Song
- Traffic Science and Technology of Guangdong Hualu Limited Company, Guangzhou 510545, China.
| | - Xiaodong Pan
- The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, 4800 Cao'an Road, Jiading, Shanghai 201804, China.
| | - Kesi You
- Shanghai Municipal Engineering Design Institute (Group) Co., Ltd, Shanghai 200092, China.
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4
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Depestele S, van Dun K, Verstraelen S, Ross V, Van Hoornweder S, Brijs K, Brijs T, Getzmann S, Meesen R. Age-related changes in midfrontal theta activity during steering control: A driving simulator study. Neurobiol Aging 2023; 123:145-153. [PMID: 36572595 DOI: 10.1016/j.neurobiolaging.2022.11.014] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Received: 06/23/2022] [Revised: 11/19/2022] [Accepted: 11/23/2022] [Indexed: 12/07/2022]
Abstract
Motor control, a ubiquitous part of driving, requires increased cognitive controlled processing in older adults relative to younger adults. However, the influence of aging on motor-related neural mechanisms in the context of driving has rarely been studied. The present study aimed to identify age-related changes in cognitive control and attention allocation during a simulated steering task, using electroencephalography. Midfrontal theta, a marker for cognitive control, and posterior alpha power, a marker for attention allocation, were measured in a total of 26 young, 25 middle-aged, and 28 older adults. By adapting driving speed, the difficulty level of this steering task was individualized for each participant. Results show age-related changes in midfrontal theta power, but not in posterior alpha power, despite similar steering accuracy across age groups. Specifically, only younger and, to a lesser extent, middle-aged adults exhibited increased theta power while driving through more demanding curved segments relative to straight segments. In contrast, theta power upregulation was absent in older adults, suggesting a saturation of cognitive resources while driving, possibly due to a limitation in resource capacity, or less automatic motor-related neural processing.
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Affiliation(s)
- Siel Depestele
- UHasselt-Hasselt University, Faculty of Rehabilitation Sciences, REVAL - Rehabilitation Research Center, Diepenbeek, Belgium.
| | - Kim van Dun
- UHasselt-Hasselt University, Faculty of Rehabilitation Sciences, REVAL - Rehabilitation Research Center, Diepenbeek, Belgium
| | - Stefanie Verstraelen
- UHasselt-Hasselt University, Faculty of Rehabilitation Sciences, REVAL - Rehabilitation Research Center, Diepenbeek, Belgium
| | - Veerle Ross
- UHasselt-Hasselt University, School of Transportation Sciences, Transportation Research Institute (IMOB), Hasselt, Belgium
| | - Sybren Van Hoornweder
- UHasselt-Hasselt University, Faculty of Rehabilitation Sciences, REVAL - Rehabilitation Research Center, Diepenbeek, Belgium
| | - Kris Brijs
- UHasselt-Hasselt University, School of Transportation Sciences, Transportation Research Institute (IMOB), Hasselt, Belgium
| | - Tom Brijs
- UHasselt-Hasselt University, School of Transportation Sciences, Transportation Research Institute (IMOB), Hasselt, Belgium
| | - Stephan Getzmann
- Leibniz Research Centre for Working Environment and Human Factors (IfADo), TU Dortmund University, Dortmund, Germany
| | - Raf Meesen
- UHasselt-Hasselt University, Faculty of Rehabilitation Sciences, REVAL - Rehabilitation Research Center, Diepenbeek, Belgium
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5
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Mecheri S, Mars F, Lobjois R. Gaze and steering strategies while driving around bends with shoulders. APPLIED ERGONOMICS 2022; 103:103798. [PMID: 35588556 DOI: 10.1016/j.apergo.2022.103798] [Citation(s) in RCA: 1] [Impact Index Per Article: 0.5] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 03/01/2021] [Revised: 05/02/2022] [Accepted: 05/08/2022] [Indexed: 06/15/2023]
Abstract
The installation of shoulders on rural roads to create more forgiving roads encourages drivers to cut corners on right-hand bends, but the underlying mechanisms are poorly understood. Since eye movements and steering control are closely coupled, this study investigated how the presence of a shoulder influences drivers' gaze strategies. To this end, eighteen drivers negotiated right-hand bends with and without a shoulder on a simulated rural road. In the presence of a shoulder, participants modified their visual sampling of the road by directing their gaze further inside the bend. At the same time, their lane position was deviated inward throughout the bend and the vehicle spent more time out of the lane. These results suggest that the shoulder influences the visual processes involved in trajectory planning. Recommendations are made to encourage drivers to keep their eyes and vehicle in the driving lane when a shoulder is present.
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Affiliation(s)
- Sami Mecheri
- Département Neurosciences et Sciences Cognitives, Institut de Recherche Biomédicale des Armées, Brétigny-sur-Orge, France.
| | - Franck Mars
- Centrale Nantes, CNRS, LS2N UMR CNRS 6004, Nantes, France.
| | - Régis Lobjois
- COSYS-PICS-L, Univ Gustave Eiffel, IFSTTAR, F-77454, Marne-la-Vallée, France.
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Driver Behavioral Classification on Curves Based on the Relationship between Speed, Trajectories, and Eye Movements: A Driving Simulator Study. SUSTAINABILITY 2022. [DOI: 10.3390/su14106241] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 11/16/2022]
Abstract
Horizontal curves of rural highways are prone to a considerably high number of fatalities because an erroneous perception can lead to unsafe driving. This generally occurs when a driver fails to notice the highway geometry or changes in the driving environment, particularly curved segments. This study aimed to understand the geometric characteristics of curved segments, such as radius and approach tangents, on the driving performance towards minimizing vehicle crashes. Speed profiles and lateral position, the most common indicators of successful negotiation in curves, and eye movements were recorded during an experiment conducted in a fixed-base driving simulator equipped with an eye-tracking system with a road infrastructure (a three-lane highway) and its surroundings. A driving simulator can faithfully reproduce any situation and enable sustainable research because it is a high-tech and cost-effective tool allowing repeatability in a laboratory. The experiment was conducted with 28 drivers who covered approximately 500 test kilometers with 90 horizontal curves comprising nine different combinations of radii and approach tangent lengths. The drivers’ behavior on each curve was classified as ideal, normal, intermediate, cutting, or correcting according to their trajectories and speed changes for analyses of the performance parameters and their correlation conducted by factorial ANOVA and Pearson chi-square tests. The cross-tabulation results indicated that the safest behavior significantly increased when the curve radius increased, and the performance measures of curve radii were greatly affected. However, the driving behavior was not affected by the approach tangent length. The results revealed segments of the road that require a driver’s closer attention for essential vehicle control, critical information, and vehicle control in different parts of the task.
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Impact of Road Marking Retroreflectivity on Machine Vision in Dry Conditions: On-Road Test. SENSORS 2022; 22:s22041303. [PMID: 35214205 PMCID: PMC8963044 DOI: 10.3390/s22041303] [Citation(s) in RCA: 1] [Impact Index Per Article: 0.5] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Download PDF] [Figures] [Subscribe] [Scholar Register] [Received: 01/15/2022] [Revised: 02/04/2022] [Accepted: 02/07/2022] [Indexed: 11/17/2022]
Abstract
(1) Background: Due to its high safety potential, one of the most common ADAS technologies is the lane support system (LSS). The main purpose of LSS is to prevent road accidents caused by road departure or entrance in the lane of other vehicles. Such accidents are especially common on rural roads during nighttime. In order for LSS to function properly, road markings should be properly maintained and have an adequate level of visibility. During nighttime, the visibility of road markings is determined by their retroreflectivity. The aim of this study is to investigate how road markings' retroreflectivity influences the detection quality and the view range of LSS. (2) Methods: An on-road investigation comprising measurements using Mobileye and a dynamic retroreflectometer was conducted on four rural roads in Croatia. (3) Results: The results show that, with the increase of markings' retroreflection, the detection quality and the range of view of Mobileye increase. Additionally, it was determined that in "ideal" conditions, the minimal value of retroreflection for a minimum level 2 detection should be above 55 mcd/lx/m2 and 88 mcd/lx/m2 for the best detection quality (level 3). The results of this study are valuable to researchers, road authorities and policymakers.
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Tucker A, Marsh KL. Speeding through the pandemic: Perceptual and psychological factors associated with speeding during the COVID-19 stay-at-home period. ACCIDENT; ANALYSIS AND PREVENTION 2021; 159:106225. [PMID: 34130056 PMCID: PMC9746225 DOI: 10.1016/j.aap.2021.106225] [Citation(s) in RCA: 7] [Impact Index Per Article: 2.3] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 08/17/2020] [Revised: 05/07/2021] [Accepted: 06/01/2021] [Indexed: 05/06/2023]
Abstract
During the COVID-19 stay-at-home period there were observed increases in both the percentage of cars engaged in extreme speeding, and the percentage of cars traveling below the speed limit. These changes have been attributed to unusually low traffic volume during the stay-at-home period. We develop a novel theoretical account, based on existing empirical research, of perceptual and psychological processes that may account for changes in speeding behavior under low traffic volume conditions. These include impaired ability to accurately perceive and control speed due to change in visual information, decreased salience of certain norms about socially appropriate speeds, lower perceived risk of speeding, and increased boredom leading to risk-taking behaviors. Further, we consider that individual attitude functions may account for the observed split in speeding behavior.
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Affiliation(s)
- A Tucker
- Conecticut Transportation Safety Research Center, Storrs Mansfield, CT, USA.
| | - K L Marsh
- University of Connecticut Psychological Sciences Department, USA
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9
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Ding N, Jiao N. Long-term effectiveness of reverse linear perspective markings on crash mitigation in car-following: Evidence from naturalistic observations. ACCIDENT; ANALYSIS AND PREVENTION 2021; 159:106273. [PMID: 34218196 DOI: 10.1016/j.aap.2021.106273] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 04/10/2021] [Revised: 06/16/2021] [Accepted: 06/21/2021] [Indexed: 06/13/2023]
Abstract
Perceptual markings on roads are verified with short-term effectiveness for accident prevention. However, the long-term performance of them is seldomly investigated, which unintentionally impedes its more widely recognition and application as a low-cost and readily achievable countermeasure. Also, the previous perceptual markings were only tested for speed reduction effect, little is known concerning their influence on headway adjustment. Given this, in this study, we investigated the short-, medium-, and long-term performance of the reverse linear perspective markings (RLPMs) on driving behaviors and safety benefits in car-following. The RLPMs were a form of markings pattern that can produce reverse linear perspective visual information on the lane and lead to distance underestimation. The RLPMs were permanently installed on a straight and a curve segment of a freeway in China, and the naturalistic vehicle flow data one day, four months, one year, two years, and three years after the installation of the RLPMs were collected. The statistical analyses of general and sectional relative differences of speed, distance headway and time headway suggest that 1) the speed reduced and distance and time headways increased in short-, medium-, and long-term as compared with the baseline on both the straight and curve segments; 2) the long-term performance of RLPMs significantly weakened as compared with the short-term performance, yet sustained to 0.50 m/s in speed reduction, 3.77 m in distance headway increase, and 0.097 s in time headway increase on average within the observations in one year and above on the straight segment; similar sustained performance of 0.47 m/s in speed reduction, 2.60 m in distance headway increase, and 0.072 s in time headway increase were observed on the curve segment; 3) the RLPMs were tested to have positive and relatively endured effectiveness on mitigating crash risk in car-following measured by two surrogate safety indicators based on time-to-crash (TTC) and deceleration rate to avoid a crash (DRAC). The findings of this study suggest the RLPMs could be an especially applaudable form of perceptual markings as they are relatively effective in the long-term and are multifunctional in intervening speed, distance, headway, and crash risk. This study also emphasizes the challenge of more field tests and observations on the long-term performance of the perceptual markings, and the thorough considerations of the visual perception mechanism behind the markings to achieve an alternative solution to the long-term issue.
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Affiliation(s)
- Naikan Ding
- Department of Civil Engineering, Nagoya University, Nagoya 4648603, Japan; School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430205, China.
| | - Nisha Jiao
- Planning Research Office, Department of Transport of Hubei Province, Wuhan 430030, China
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Georgouli K, Plati C, Loizos A. Autonomous vehicles wheel wander: Structural impact on flexible pavements. JOURNAL OF TRAFFIC AND TRANSPORTATION ENGINEERING (ENGLISH EDITION) 2021. [DOI: 10.1016/j.jtte.2021.04.002] [Citation(s) in RCA: 2] [Impact Index Per Article: 0.7] [Reference Citation Analysis] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 10/21/2022]
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Babić D, Brijs T. Low-cost road marking measures for increasing safety in horizontal curves: A driving simulator study. ACCIDENT; ANALYSIS AND PREVENTION 2021; 153:106013. [PMID: 33578269 DOI: 10.1016/j.aap.2021.106013] [Citation(s) in RCA: 2] [Impact Index Per Article: 0.7] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 09/17/2020] [Revised: 01/26/2021] [Accepted: 01/27/2021] [Indexed: 06/12/2023]
Abstract
Statistics show that horizontal curves, especially those of radii less than 200 m, present an increased road accident risk mainly due to inappropriate speed and failure to maintain proper lateral position. This simulator study aims to analyse how two low-cost road marking measures (red median and horizontal warning signs), alone or combined with a vertical warning sign, affect driver behaviour (driving speed, lateral movement, acceleration/deceleration) before and throughout dangerous horizontal curves on a two-way rural road. With GIS-supported mapping of traffic accidents, we identified the most dangerous curves on the main rural road in Croatia and replicated them on the driving simulator. Based on the driving runs of 43 participants, the study concluded that both measures, used either alone or combined with a vertical warning sign, significantly reduced the speed compared to the control condition (vertical warning sign alone). Additionally, the use of a red median prompted the lateral movement of the vehicle closer to the edge line. The paper also defines the potential use of the measures for dealing with specific types of curve-related accidents.
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Affiliation(s)
- Dario Babić
- Faculty of Transport and Traffic Sciences, University of Zagreb, Zagreb, Croatia.
| | - Tom Brijs
- Transportation Research Institute, Hasselt University, Diepenbeek, Belgium
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Hussain Q, Alhajyaseen WKM, Reinolsmann N, Brijs K, Pirdavani A, Wets G, Brijs T. Optical pavement treatments and their impact on speed and lateral position at transition zones: A driving simulator study. ACCIDENT; ANALYSIS AND PREVENTION 2021; 150:105916. [PMID: 33296840 DOI: 10.1016/j.aap.2020.105916] [Citation(s) in RCA: 3] [Impact Index Per Article: 1.0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 08/31/2020] [Revised: 11/15/2020] [Accepted: 11/24/2020] [Indexed: 06/12/2023]
Abstract
Transition zones are a road section where posted speed drops from higher to lower limits. Due to the sudden changes in posted speed limits and road environment, drivers usually do not adapt to the posted speed limits and underestimate their traveling speed. Previous studies have highlighted that crash rates are usually higher in these sections. This study aims at improving the safety at transition zones by introducing perceptual measures that are tested using a driving simulator. The proposed measures are speed limit pavement markings with a gradual increase of brightness and/or size that were placed at transition zones in simulation scenarios replicating the real-world environment of the Doha Expressway in Qatar. These innovative measures aim to produce the impression of increased speed that could stimulate drivers to better adapt speed limits. The driving behavior of 81 drivers possessing a valid Qatari driving license was recorded with a driving simulator interfaced with STISIM Drive® 3. Results showed that pavement markings combining size and brightness manipulations were the most effective treatment, keeping drivers' traveling speed significantly below the traveling speed recorded in the untreated control condition. In this regard, the maximum mean speed reductions of 5.3 km/h and 4.6 km/h were observed for this treatment at the first transition (120 to 100 km/h) and second transition (100 to 80 km/h) zones, respectively. Regarding the variations in drivers' lateral position, the results showed that the proposed pavement markings did not negatively influence drivers' lateral control on the road as the maximum observed standard deviation of lateral position was around 0.065 m. This study shows that the proposed pavement markings are recommended for improving the speed adaptation of drivers in the transition zones.
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Affiliation(s)
- Qinaat Hussain
- Qatar University - Qatar Transportation and Traffic Safety Center, College of Engineering, P.O.Box 2713, Doha, Qatar.
| | - Wael K M Alhajyaseen
- Qatar University - Qatar Transportation and Traffic Safety Center, College of Engineering, P.O.Box 2713, Doha, Qatar.
| | - Nora Reinolsmann
- UHasselt, Transportation Research Institute (IMOB), Agoralaan, 3590, Diepenbeek, Belgium.
| | - Kris Brijs
- UHasselt, Transportation Research Institute (IMOB), Agoralaan, 3590, Diepenbeek, Belgium.
| | - Ali Pirdavani
- UHasselt, Transportation Research Institute (IMOB), Agoralaan, 3590, Diepenbeek, Belgium.
| | - Geert Wets
- UHasselt, Transportation Research Institute (IMOB), Agoralaan, 3590, Diepenbeek, Belgium.
| | - Tom Brijs
- UHasselt, Transportation Research Institute (IMOB), Agoralaan, 3590, Diepenbeek, Belgium.
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Yang Y, Chen J, Easa SM, Yu S, Zheng X. Effectiveness of yellow color guardrail belt at freeway exits. ACCIDENT; ANALYSIS AND PREVENTION 2020; 146:105737. [PMID: 32882616 DOI: 10.1016/j.aap.2020.105737] [Citation(s) in RCA: 1] [Impact Index Per Article: 0.3] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 04/27/2020] [Revised: 08/11/2020] [Accepted: 08/12/2020] [Indexed: 06/11/2023]
Abstract
If the information on freeway exits is not effective or driver vigilance is not adequate, the driver may not be able to obtain the information in time, resulting in missing the exit or making a forcible lane-change that could cause an accident. To allow the driver to obtain sufficient exit information in time and get off the freeway safely, this study proposes the creation of a guardrail painted with a yellow color and located prior to the exit. The yellow color guardrail belt (YCB) aims at informing the drivers that there is an exit ahead and to pay attention to the exit information, reminding them to adjust vehicle state and driving behavior in time. A driving simulator experiment with two different scenarios (YCB scenario and baseline scenario with no YCB) were used to explore the effectiveness of the YCB. Data on eye movement, electroencephalograph, and driving behavior of the participants were obtained. The results showed that compared with the baseline scenario, in the YCB scenario, the fixation points were mainly distributed in front of the road and the fixation duration on the guide signs was relatively longer; the EEG ratio (θ + α) / β was smaller; the driver decelerated more smoothly; and the steering wheel angle was smaller. In addition, the statistical analysis showed that there were significant differences in the fixation duration, the EEG ratio (θ + α) / β, and steering wheel angle between the two scenarios. This indicated that participants' vigilance in the YCB scenario was significantly improved, where the participants paid more attention to the guide signs and had better control of the vehicle. This study recommends a new device for reminding drivers to pay attention to freeway exits, which would greatly stimulate driver's sense of space on the exit and improve traffic safety on freeways.
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Affiliation(s)
- Yanqun Yang
- College of Civil Engineering, Fuzhou University, Fuzhou, Fujian, 350108, China; Traffic Research Center, Fuzhou University, Fuzhou, Fujian, 350108, China
| | - Jianying Chen
- College of Civil Engineering, Fuzhou University, Fuzhou, Fujian, 350108, China; Traffic Research Center, Fuzhou University, Fuzhou, Fujian, 350108, China
| | - Said M Easa
- Department of Civil Engineering, Ryerson University, Toronto, Ontario, M5B 2K3, Canada
| | - Sheng Yu
- Road and Bridge Design Institute, Fujian Communications Planning & Design Institute Co., Ltd, Fuzhou, Fujian, 350108, China
| | - Xinyi Zheng
- Faculty of Humanities and Social Sciences, Fuzhou University, Fuzhou, Fujian, 350108, China.
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Effect of Road Markings and Traffic Signs Presence on Young Driver Stress Level, Eye Movement and Behaviour in Night-Time Conditions: A Driving Simulator Study. SAFETY 2020. [DOI: 10.3390/safety6020024] [Citation(s) in RCA: 9] [Impact Index Per Article: 2.3] [Reference Citation Analysis] [Abstract] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Indexed: 12/21/2022] Open
Abstract
The study investigates how the presence of traffic signalling elements (road markings and traffic signs) affects the behaviour of young drivers in night-time conditions. Statistics show that young drivers (≤30 years old) are often involved in road accidents, especially those that occur in night-time conditions. Among other factors, this is due to lack of experience, overestimation of their ability or the desire to prove themselves. A driving simulator scenario was developed for the purpose of the research and 32 young drivers took two runs using it: (a) one containing no road markings and traffic signs and (b) one containing road markings and traffic signs. In addition to the driving simulator, eye tracking glasses were used to track eye movement and an electrocardiograph was used to monitor the heart rate and to determine the level of stress during the runs. The results show statistically significant differences (dependent samples t-test) between the two runs concerning driving speed, lateral position of the vehicle, and visual scanning of the environment. The results prove that road markings and traffic signs provide the drivers with timely and relevant information related to the upcoming situation, thus enabling them to adjust their driving accordingly. The results are valuable to road authorities and provide an explicit confirmation of the importance of traffic signalling for the behaviour of young drivers in night-time conditions, and thus for the overall traffic safety.
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Awan HH, Pirdavani A, Adnan M, Yasar AUH, Wets G, Brijs T. Standard freeway merge designs support safer driver behaviour compared to taper designs: a driving simulator study. ERGONOMICS 2020; 63:407-420. [PMID: 31994986 DOI: 10.1080/00140139.2020.1722858] [Citation(s) in RCA: 1] [Impact Index Per Article: 0.3] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 05/17/2018] [Accepted: 01/15/2020] [Indexed: 06/10/2023]
Abstract
Road geometric design standards provide various possibilities for merging freeways with a decreasing number of lanes. In this study, an alternative design (i.e. taper design) is investigated and compared with the standard design under three different heavy vehicle compositions to understand driving performance in relation to the flow of traffic. Taper design is not always the first choice in the road geometric design guidelines and the designer has to provide arguments for selecting this design. Taper design and its comparison with other alternatives are also not well explored in literature. In this study, a driving simulator was used to examine and compare the performance of these two designs under different heavy vehicle compositions. Qualitative results showed that the perceived safety was better for the standard design compared to the taper design. Mean speed, acceleration, standard deviation of acceleration/deceleration, and cumulative lane changes were chosen as behavioural parameters to compare these two designs using MANOVA and repeated measures ANOVA. Results revealed that drivers' discomfort in performing merging manoeuvres was greatest in case of a taper design and when the percentage of heavy vehicles was moderate (15%). Overall, the standard design was found to be more favourable. Practitioner summary: Driving behaviour at merging freeways with a decreasing number of lanes is underexplored. We analysed safety in driving behaviour considering heavy vehicles for taper and standard designs provided in Dutch guidelines using a driving simulator. The standard design was found to be safer and the presence of moderate heavy vehicles caused more disturbances in driving behaviour.
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Affiliation(s)
| | - Ali Pirdavani
- UHasselt, Transportation Research Institute, Agoralaan, Diepenbeek, Belgium
- UHasselt, Faculty of Engineering Technology, Agoralaan, Diepenbeek, Belgium
| | - Muhammad Adnan
- UHasselt, Transportation Research Institute, Agoralaan, Diepenbeek, Belgium
| | | | - Geert Wets
- UHasselt, Transportation Research Institute, Agoralaan, Diepenbeek, Belgium
| | - Tom Brijs
- UHasselt, Transportation Research Institute, Agoralaan, Diepenbeek, Belgium
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Shared Space and Pedestrian Safety: Empirical Evidence from Pedestrian Priority Street Projects in Seoul, Korea. SUSTAINABILITY 2019. [DOI: 10.3390/su11174645] [Citation(s) in RCA: 7] [Impact Index Per Article: 1.4] [Reference Citation Analysis] [Abstract] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 11/16/2022]
Abstract
To provide safe and comfortable walking environments on narrow streets without sidewalks, the Seoul city government has implemented the Pedestrian Priority Street (PPS) projects. Based on Monderman’s “shared space” concept, the PPS involves applying diverse paving design techniques, particularly stamped asphalt pavement of various colors and patterns. This study investigated the effectiveness of the PPS for pedestrian safety. Data sources were; (1) video recordings of the nine concurrent PPS in 2014 before and after the projects were completed; and (2) a cross-sectional survey at the nine streets. Two groups of multiple regression models analyzed the objective safety, by using the variables, mean vehicle speed and change in mean speed, which were then compared with subjective safety through a questionnaire analysis. The results found that the design strategies reduced the vehicle speed and increased perceptions of pedestrian safety. These suggest that the PPS principles are practical and feasible ways to tackle the safety problems of narrow streets without sidewalks. Further, vehicle speeds increased on streets where the pedestrian zone was clearly distinguishable from the vehicular zone, by applying PPS techniques only at the roadside. Thus, clearly separating pedestrians from vehicular zones, which is neither the original principle, nor the intent of the PPS, should be avoided.
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Awan HH, Pirdavani A, Houben A, Westhof S, Adnan M, Brijs T. Impact of perceptual countermeasures on driving behavior at curves using driving simulator. TRAFFIC INJURY PREVENTION 2019; 20:93-99. [PMID: 30822137 DOI: 10.1080/15389588.2018.1532568] [Citation(s) in RCA: 2] [Impact Index Per Article: 0.4] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 04/25/2018] [Revised: 10/01/2018] [Accepted: 10/01/2018] [Indexed: 06/09/2023]
Abstract
OBJECTIVE The probability of crash occurrence on horizontal curves is 1.5 to 4 times higher than that on tangent sections. A majority of these crashes are associated with human errors. Therefore, human behavior in curves needs to be corrected. METHODOLOGY In this study, 2 different road marking treatments, optical circles and herringbone patterns, were used to influence driver behavior while entering a curve on a 2-lane rural road section. A driving simulator was used to perform the experiment. The simulated road sections are replicas of 2 real road sections in Flanders. RESULTS Both treatments were found to reduce speed before entering the curve. However, speed reduction was more gradual when optical circles were used. A herringbone pattern had more influence on lateral position than optical circles by forcing drivers to maintain a safe distance from opposing traffic in the adjacent lane. CONCLUSION The study concluded that among other low-cost speed reduction methods, optical circles are effective tools to reduce speed and increase drivers' attention. Moreover, a herringbone pattern can be used to reduce crashes on curves, mainly for head-on crashes where the main problem is inappropriate lateral position.
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Affiliation(s)
- Hammad Hussain Awan
- a Transportation Research Institute (IMOB), UHasslet , Agoralaan , Diepenbeek , Belgium
| | - Ali Pirdavani
- b Faculty of Engineering Technology , UHasselt , Agoralaan , Diepenbeek , Belgium
| | - Arne Houben
- b Faculty of Engineering Technology , UHasselt , Agoralaan , Diepenbeek , Belgium
| | - Sander Westhof
- b Faculty of Engineering Technology , UHasselt , Agoralaan , Diepenbeek , Belgium
| | - Muhammad Adnan
- a Transportation Research Institute (IMOB), UHasslet , Agoralaan , Diepenbeek , Belgium
| | - Tom Brijs
- a Transportation Research Institute (IMOB), UHasslet , Agoralaan , Diepenbeek , Belgium
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Charlton SG, Starkey NJ, Malhotra N. Using road markings as a continuous cue for speed choice. ACCIDENT; ANALYSIS AND PREVENTION 2018; 117:288-297. [PMID: 29751138 DOI: 10.1016/j.aap.2018.04.029] [Citation(s) in RCA: 5] [Impact Index Per Article: 0.8] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 10/24/2017] [Revised: 04/09/2018] [Accepted: 04/30/2018] [Indexed: 06/08/2023]
Abstract
The potential for using road markings to indicate speed limits was investigated in a driving simulator over the course of two sessions. Two types of experimental road markings, an "Attentional" set designed to provide visually distinct cues to indicate speed limits of 60, 80 and 100 km/h, and a "Perceptual" set designed to also affect drivers' perception of speed, were compared to a standard undifferentiated set of markings. Participants (n = 20 per group) were assigned to one of four experimental groups (Attentional-Explicit, Attentional-Implicit, Perceptual-Explicit, Perceptual-Implicit) or a Control group (n = 22; standard road markings). The Explicit groups were instructed about the meaning of the road markings while those in the Implicit and Control groups did not receive any explanation. Participants drove five 10 km simulated roads containing three speed zones (60, 80 and 100 km/h) during the first session. The participants returned to the laboratory approximately 3 days later to drive five more trials including roads they had not seen before, a trial that included a secondary task, and a trial where speed signs were removed and only markings were present. The findings indicated that both types of road markings improved drivers' compliance with speed limits compared to the control group, but that explicit instruction as to the meaning of the markings was needed to realise their full benefit. Although previous research has indicated the benefit of road markings used as warnings to indicate speed reductions in advance of horizontal or vertical curves, the findings of the present experiment also suggest that systematically associating road markings with specific speed limits may be a useful way to improve speed limit compliance and increase speed homogeneity.
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Affiliation(s)
- Samuel G Charlton
- Transport Research Group, School of Psychology, University of Waikato, New Zealand.
| | - Nicola J Starkey
- Transport Research Group, School of Psychology, University of Waikato, New Zealand
| | - Neha Malhotra
- Transport Research Group, School of Psychology, University of Waikato, New Zealand
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