Elsevier

Accident Analysis & Prevention

Volume 60, November 2013, Pages 211-218
Accident Analysis & Prevention

Experimental research on the effectiveness of speed reduction markings based on driving simulation: A case study

https://doi.org/10.1016/j.aap.2013.08.007Get rights and content

Highlights

  • We tested the effectiveness of speed reduction markings (SRMs).

  • We did an empirical research based on a driving simulator.

  • We used the analysis of variance (ANOVA) and the contrast analysis.

  • Longitudinal speed reduction markings (LSRMs) would slightly influence subjects’ speed choice and maneuver, but such effects were not significant.

  • Transverse speed reduction markings (TSRMs) could significantly influence subjects’ speed choice and maneuver.

Abstract

The objective of this paper is to test the effectiveness of speed reduction markings (SRMs). The empirical data including vehicle operations and drivers’ psychological and physical reactions were collected in a driving simulator. An index—the relative speed difference—was developed to evaluate the effectiveness of speed reduction markings. Researchers analyzed data to test the effectiveness of speed reduction markings and quantitatively study their effects and the deceleration process. Out of 15 subjects, there were 1 (7%), 2 (13%), and 7 (47%) subjects who decelerated while driving through the downhill section in the No SRMs scenario, Longitudinal SRMs scenario and Transverse SRMs scenario, respectively. In terms of speed and subjects’ decelerating maneuver, the results of the analysis of variance (ANOVA) and the contrast analysis (S–N–K method) showed that transverse speed reduction markings (TSRMs) could significantly influence subjects’ speed choice and maneuver (P < 0.05).

Introduction

With the growth of the national economy and the improvement of the Chinese people's standard of living, the number of vehicles has increased rapidly in recent years. Data from official reports indicated that there were 125 million registered vehicles in China in 2006, and this number has reached 191 million in 2010 (National Bureau of Statistics of China, 2011). In the meantime, traffic crashes in China have contributed to a staggering amount of property damage as well as numerous deaths. According to an official report in China, in 2010 police reported 39,060,164 traffic crashes, resulting in 65,225 fatalities and 254,075 injuries and causing a direct economic loss of about ¥930 million (Road Traffic Crashes of China, 2011). Speeding, drunk driving and driver fatigue were the three main factors leading to traffic crashes; speeding alone was responsible for 14.2 percent of all traffic fatalities in 2010 (Zheng, 2007). Therefore, to better address this issue, installing speed control devices at sites with greater possibility of speed-related traffic crashes is an important approach to reducing crashes and improving road safety.

In China, speed control devices are classified into three categories: non-intrusive speed control devices, including automatic speed enforcement, speed limit signs and speed reduction marking; less intrusive speed control devices, such as thermoplastic vibration speed reduction markings; and intrusive speed control devices, including spikes, cement speed bumps, pavement groove strips and rubber speed bumps. Non-intrusive speed control devices, especially speed reduction markings (SRMs), have been used extensively on highways and urban expressways in China.

According to the Chinese national standard Road Traffic Signs and Markings, SRMs are used to warn drivers of the need to reduce their speed (Standardization Administration of the People's Republic of China, 2009). SRMs are placed on or in advance of horizontal or vertical curves, tunnels, or other featured roads where drivers need to slow down in advance. SRMs include longitudinal speed reduction markings (LSRMs) and transverse speed reduction markings (TSRMs); both can be audible and vibratory (Standardization Administration of the People's Republic of China, 2009). The patterns of SRMs were shown in Fig. 1(a) and (b). The national standard describes detailed design requirements, including the size, length, width, spacing, as well as the placement location. However, there is relatively little research on the effectiveness of speed reduction markings on speed control in China and the current practices in their design and management operations may not be economical. In addition, SRMs used in other countries often differ in their design patterns as well as placement, and research results from other countries may not be applicable in China. Thus, this research project investigated the effectiveness of SRMs in order to better improve their application in China.

Section snippets

Literature review

The detailed design, application, placement, guidance, options and support provisions for SRMs can be found in the U.S. 2009 Manual on Uniform Traffic Control Devices (the 2009 MUTCD). According to the 2009 MUTCD, SRMs (see Fig. 1(c)) are transverse markings that are placed on the roadway within a lane (along both edges of the lane) in a pattern of progressively reduced spacing to create the illusion that drivers are driving faster than they really are, thus persuading them to slow down (

Subjects

To ensure the validity of data and avoid effects of character difference among the subjects, the current study focuses on relatively young male drivers. A total of fifteen male subjects, ranging in age from 21 to 41 years, with an average age of 25.9 years and an average of 4 years driving experience were recruited through advertisement. The experimental procedures and potential risks associated with the study were explained to each subject, who provided a written informed consent before

Subjective questionnaires

In this experiment, a part of the questionnaire asked subjects to subjectively evaluate the performance of the driving simulator. The evaluated items included the brake, accelerator, scenarios, SRMs, and so on. The ratings ranged from 0 (stands for “not at all similar to the real world”) to 10 (stands for “extremely similar to the real world”). The results are shown in Table 1.

Another part of the questionnaire was designed for participants’ subjective evaluation of the effectiveness of SRMs.

Discussion

The objective of this paper is to evaluate the effectiveness of SRMs defined in the China Road Traffic Signs and Markings Standard (GB5768-2009), with respect to vehicle operation and subjects’ maneuvering. The experiment was conducted in a driving simulator. Regarded as a valid tool in evaluating speed-related countermeasures, the driving simulator allowed us to better control the various impacting factors so as to minimize the confounding effect. Moreover, an experiment based on driving

Conclusions

This paper evaluated the effectiveness of SRMs with respect to vehicle operation and subjects’ maneuvering. By analyzing the data collected in a driving simulator, the following conclusions can be reached:

  • According to the questionnaires, almost all subjects were influenced by SRMs, and the majority of subjects agreed that SRMs made them slow down.

  • SRMs had an effect on subjects’ speed choice, and TSRMs made more subjects decelerate than LSRMs; the magnitude of speed reduction due to TSRMs is

Acknowledgments

This study is supported by the NNSFC project: The Study of the Mechanism for Traffic Signs Influence on Driving Behavior and Its Cognitive Model, No. 51108011; and the BJNSF project: The Study of Identification Method of Drunk Driving Based on Driving Behavior of Driving Personal Character, No. 8112004. The authors would like to thank the anonymous reviewers for their valuable and constructive comments that greatly contributed to improving the final version of the paper.

References (14)

  • S.T. Godley et al.

    Driving simulator validation for speed research

    Journal of Accident Analysis and Prevention

    (2002)
  • X.J. Bao et al.

    Application research on freeway speed reduction markings

    Journal of Transport Standardization

    (2010)
  • China has 0.236 Billion Licensed Drivers and 0.225 Billion Registered Vehicles

    (2012)
  • Federal Highway Administration

    Manual on Uniform Traffic Control Devices for Streets and Highways (2009 Edition)

    (2009)
  • T.J.X. Gates et al.

    Effectiveness of experimental transverse-bar pavement marking as speed-reduction treatment on freeway curves

    Transportation Research Record: Journal of the Transportation Research Board, No. 2056

    (2008)
  • J.Z. Jiang et al.

    Effectiveness and adaptability analysis of typical speed control measures

    Journal of Transport Information and Safety

    (2010)
  • E. Meyer

    Application of Optical Speed Bars to Highway Work Zones

    Transportation Research Record: Journal of the Transportation Research Board, No. 1657

    (1999)
There are more references available in the full text version of this article.

Cited by (70)

  • A review of road safety evaluation methods based on driving behavior

    2023, Journal of Traffic and Transportation Engineering (English Edition)
View all citing articles on Scopus
View full text