• Title/Summary/Keyword: 교통사고율

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Evaluation of the Highway Traffic Safety Exposure Measures (도로교통안전도 비교평가지수 산정연구)

  • Kim, Ki Yong;Kim, Won Chul;Chang, Myungsoon
    • Journal of Korean Society of Transportation
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    • v.31 no.5
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    • pp.26-36
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    • 2013
  • Highway traffic safety evaluation of area on the basis of the accident rate has a limitation, thus its result is dependent on the exposure variables. It works an obstacle to decision making for effective budget execution. In this paper, we developed a methodology of taking simultaneously macroscopic exposure indicators into account in evaluating the safety using least squares method. The weight of exposure indicators to make up of highway traffic safety evaluation index is that accident rate per population, accident rate per registration vehicle and accident rate per length of road is 0.29, 0.52 and 0.19 respectively and calculated the highway traffic safety index of total local governments in Korea. The methodology to calculate highway traffic safety evaluation index proposed in this paper can be utilized in executing the traffic safety policies to increase the efficiency of investment about traffic safety budget.

Analysis of Traffic Accident Characteristics for the Overlap Section of Horizontal and Vertical Alignment (평면곡선과 종단곡선이 겹친 복합선형 구간에서 교통사고 특성분석)

  • Park, Min-Soo;Chang, Myung-Soon
    • International Journal of Highway Engineering
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    • v.14 no.1
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    • pp.95-102
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    • 2012
  • This study has been conducted to characterize the relations between the accident rate and the overlap section elements where the horizontal alignment and vertical alignment are overlapped. The researches were performed on Horizontal curve sections of 4-lane highways with 100km/h of design speed and speed limit. Korea Highway Corporation's Geographic Figurative Information System was adopted for geometric organization and Highway Traffic Accident Statistics was used. The results reveal that sections made of a single slope without vertical curve has greater accident rate than those with vertical curve, and that sections with 1 vertical curve are higher in the accident rate than those with over 2 vertical curve. For the sections with 1 vertical curve, SAG sections are higher than CREST sections and for the previous straight section of horizontal curve are higher than curved ones. In particular, when the road surface is wet, the accident rate is closely related with SAG vertical curves or leftward horizontal curved sections. This study will have meanings that it proposes the importance of design of road alignment by taking consideration of 3D synthetic alignment conditions for improvement of the road safety.

Wireless control system for prevent sleepless in vehicles (차량 내 졸음방지를 위한 무선제어 시스템)

  • Yang, Woo-Chang;Song, Chung-Gun;Lee, Keun-Ho
    • Proceedings of the Korea Information Processing Society Conference
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    • 2011.11a
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    • pp.948-950
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    • 2011
  • 현재 많은 국가들이 자동차 업계 중심으로 사업 모델을 진행하고 있고 그중에서 M2M과 관련하여 지능형 자동차에 대해 많은 관심과 투자가 예상되고 있는데 차량 안전 운행, 교통 분야 공공 서비스, 교통 신호 확장, 차량 진단, 보안의 문제점 해결 여러 가지의 서비스가 요구되고 있다. 여기서 차량 내 졸음방지를 위한 무선제어 시스템과 졸음 방지로 인하여 교통사고의 안전과 사고율을 낮추고자 졸음 운전차량이 발생시 주변 차량에 경고 또는 온도와 이산화 탄소량을 측정하여 창문을 개방하여 운전자에게 졸음 운전으로 인한 사고율을 낮추는 시스템을 제안 한다.

운전자 원인 행동에 관한 연구 - 운수업체 중심으로 -

  • 홍상민;안병준;성낙문
    • Proceedings of the Korean Institute of Industrial Safety Conference
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    • 2003.05a
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    • pp.532-538
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    • 2003
  • 경제성장과 국민소득의 증대에 따른 교통수요의 증대는 필연적으로 자동차 대수의 증가를 초래하게 되었다. 교통은 국가산업의 발전, 지역 간의 격차해소 및 문화교류에 기여하고 있으며, 작게는 국민의 일상적인 대중 교통수단으로서의 역할을 맡아 개인생활의 향상에 이바지하고 있다. 그러나 이러한 교통의 양적 발달의 이면에는 교통사고라는 부정적인 요소를 내포하고 있으며, 우리나라의 경우 유래 없이 높은 교통사고율로 말미암아 교통사고로 인한 재해의 위기에 처해 있다하여도 과언이 아니다.(중략)

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Development of Traffic Accident Rate Forecasting Models for Trumpet IC Exit Ramp of Freeway using Variables Transformation Method (변수변환 기법을 이용한 고속도로 트럼펫IC 유출연결로 교통사고율 예측모형 개발)

  • Yoon, Byoung-Jo
    • International Journal of Highway Engineering
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    • v.10 no.4
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    • pp.139-150
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    • 2008
  • In this study, It is focused on development of the forecasting model about trumpet InterChange(IC) ramp accident because of the frequency of accident in ramp more than highway basic section and trend the increasing accident in ramp. The independent variables was selected through statistical analysis(correlation analysis, multi-collinearity etc) by ramp types(direct, semi-direct and loop). The independent variables and accident rate is non-linear relationship. So it made new variables by transformation of the independent variables. The forecasting models according to exit-ramp type (direct, semi-direct and loop) are built with statistical multi-variable regression using all possible regression method. And the forecasts of the models showed high accuracy statistically. It is expected that the developed models could be employed to design trumpet IC ramp more cost-efficiently and safely and to analyze the causes of traffic accidents happened on the IC ramp.

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Level of Service of Signalized Intersections Considering both Delay and Accidents (지체와 사고를 고려한 신호교차로 서비스수준 산정에 관한 연구)

  • Park, Je-Jin;Park, Seong-Yong;Ha, Tae-Jun
    • Journal of Korean Society of Transportation
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    • v.26 no.3
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    • pp.169-178
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    • 2008
  • Level of Service (LOS) is one of ways to evaluate operational conditions. It is very important factor in evaluation especially for the facility of highways. However, some studies proved that ${\upsilon}/c$ ratio and accident rate is appeared like a second function which has a U-form. It means there is a gap between LOS and safety of highway facilities. Therefore, this study presents a method for evaluation of a signalized intersection which is considered both smooth traffic operation (delay) and traffic safety (accident). Firstly, as a result of our research, accident rates and EPDO are decreased when it has a big delay. In that reason, it is necessary to make a new Level of Service included traffic safety. Secondly, this study has developed a negative binominal regression model which is based on the relation between accident patterns and stream. Thirdly, standards of LOS are presented which is originated from calculation between annual delay costs and annual accident cost at each intersection. Lastly, worksheet form is presented as an expression to an estimation step of a signalized intersection with traffic accident prediction model and new LOS.

A study on Application of the Rate Quality Control Method of Over-dispersed Traffic Crash Data (과분산된 교통사고자료에 대한 한계사고율법의 적용에 관한 연구)

  • Sung, Nak-Moon
    • Journal of Korean Society of Transportation
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    • v.22 no.1 s.72
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    • pp.63-72
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    • 2004
  • In conducting traffic safety programs, it is very important to identify hazardous sites in appropriate manner. The rate qualify control method is generally used in identifying hazardous sites since it can interpret the sites in the statistic aspects. The rate qualify control method is based on the assumption that the occurrences of traffic crashes follow the Poisson's distribution in which the expected value of traffic crashes equals the variance of those. However, there is greater variability than expected statistically, we call this phenomenon over dispersion. This study analyzed the problem related to the rate quality control method under the over dispersed data, and established a methodology to solve the problem. As a result of test on the basis of the field data, the new approach produced more reasonable results than those of the Poisson based rate quality control method.

An Analysis on Vehicle Accident Factors of Intersections using Random Effects Tobit Regression Model (Random Effects Tobit 회귀모형을 이용한 교차로 교통사고 요인 분석)

  • Lee, Sang Hyuk;Lee, Jung-Beom
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.16 no.1
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    • pp.26-37
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    • 2017
  • The study is to develop safety performance functions(SPFs) for urban intersections using random effects Tobit regression model and to analyze correlations between crashes and factors. Also fixed effects Tobit regression model was estimated to compare and analyze model validation with random effects model. As a result, AADT, speed limits, number of lanes, land usage, exclusive right turn lanes and front traffic signal were found to be significant. For comparing statistical significance between random and fixed effects model, random effects Tobit regression model of total crash rate could be better statistical significance with $R^2_p$ : 0.418, log-likelihood at convergence: -3210.103, ${\rho}^2$: 0.056, MAD: 19.533, MAPE: 75.725, RMSE: 26.886 comparing with $R^2_p$ : 0.298, log-likelihood at convergence: -3276.138, ${\rho}^2$: 0.037, MAD: 20.725, MAPE: 82.473, RMSE: 27.267 for the fixed model. Also random effects Tobit regression model of injury crash rate has similar results of model statistical significant with random effects Tobit regression model.

A Study on the Safety Improvement of Child Protected Zone (어린이 보호구역의 안전성 향상에 관한 연구)

  • Ju, Seokjun;Jeong, Myeongjin;Kwak, Cheol;Song, Taeseung;Cha, Juhee
    • The Journal of the Convergence on Culture Technology
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    • v.6 no.4
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    • pp.139-147
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    • 2020
  • The number of deaths from child traffic accidents in Korea is currently higher than the average figure of OECD members, and attention needs to be paid to reduce the school zone accident rate. According to the TAAS statistics of the Traffic Accident Analysis System, the number of deaths from traffic accidents in children (under 12 years of age) in Korea has been steadily decreasing recently, but the number of accidents and injuries has been continuously increasing and decreasing. With the number of accidents and injuries of children in Korea continuing to increase and decrease, the number of traffic accidents, deaths, and injuries of children in the school zone (under 12 years of age) has also been on the rise since 2019. Therefore, we were different from the preceding study (Study on Improvement through School Zone Accident Risk Survey, Study on Improvement of Children's Traffic Safety Facilities through Simulation Program). In order to prevent traffic accidents among school zones, which have the highest accident rate among children, a survey was conducted on traffic safety facilities and safety awareness of drivers. After that, we will analyze the problems and present measures for improving traffic safety in the school zone and improving drivers' safety awareness.

Analysis of Effectiveness on Improving Hazardous Roads (위험도로 개선사업에 따른 효과 분석에 관한 연구)

  • 하태준;박제진;장안상;박찬모
    • Journal of Korean Society of Transportation
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    • v.20 no.4
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    • pp.213-222
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    • 2002
  • 교통사고가 중요한 사회 문제로 대두되어 정부는 교통안전대책의 실질적인 추진 방안으로 "교통사고 잦은 곳"과 "위험도로" 개선사업을 제시·시행하고 있다. 이에 "교통사고 잦은 곳" 개선사업은 추진현황에 따라 각 년도별 기본 개선계획의 평가 및 경제적 타당성에 대한 효과분석이 이루어지고 있다. "위험도로"'의 경우 모든 사업을 건설교통부 산하 국도유지사무소에서 진행을 하고 있으나, 광범위한 사업으로 인한 업무과중 및 개선사업비 조달 등의 문제로 개선된 현황의 체계적인 효과분석이 이루어지지 못하고 있는 실정이다. 이에 따라 본 연구에서는 "위험도로" 개선사업에 대한 효과분석을 수행하여 보다 비용-효율적인 개선사업이 될 수 있는 기반을 마련하고자 한다. 이를 위해 전체 위험도로 구간 중에서 '광주국도유지사무소' 및 '순천국도유지사무소' 관할 구역 내의 "위험도로"로 선정(1995년)된 도로구간 중 1999년 이전에 도로개선공사가 완료된 후 현재 교통소통이 원활하게 진행되는 18개 도로구간을 연구 대상으로 선택하였다. 선택되어진 18개 구간에 대한 도로개선공사 전후의 교통사고건수 및 교통사고율을 효과척도로 삼고 각 사고에 대한 소요비용을 기준으로 경제성 평가를 실시하였다. 이를 근거로 "위험도로" 개선사업에 대한 타당성조사 및 효과분석을 실시한 결과 "위험도로" 개선사업의 타당성이 입증되었다. 연구 분석결과가 전라도 권역의 사업을 중심으로 진행되어져 전국적인 개선사업에 대한 대표성을 가지고 있다고 볼 수는 없으나, 체계적인 분석을 통한 개선사업의 효과를 구체화 할 수 있는 대안을 제시할 수 있을 것으로 사료된다. 더불어 공사 완료된 도로구간에 대한 상세한 공사비 내역과 다수의 개선방안별 자료가 갖추어지면 위험도로의 사고율과 개선방안별 상관관계를 관련 비용을 중심으로 도출함으로서 비용-효율적인 개선 방안을 제시할 수 있을 것이다. 또한 비용-효율적인 개선 방안을 기반으로 한 각각의 사업 투자우선 순위 결정방안에 관한 지속적 인 연구가 요망된다.