Browse > Article
http://dx.doi.org/10.12652/Ksce.2010.30.3D.205

Development of Customer Safety Model of Unsignalized Intersections on the Community Road  

Lee, Hyeong Rok (한국교통연구원 녹색성장실천연구본부)
Chang, Il Joon (경원대학교 도시계획학전공)
Lee, Soo Beom (서울시립대학교 교통공학과)
Kim, Jang Wook (한국건설기술연구원 도로연구실)
Publication Information
KSCE Journal of Civil and Environmental Engineering Research / v.30, no.3D, 2010 , pp. 205-213 More about this Journal
Abstract
The unsignalized intersections in a community road in the city of Seoul have 3,753 traffic accidents(9%) of total 41,702 cases in 2008, not high in the occurrence rate of traffic accidents, but seem to have a quite high potential of accidents due to the unreasonable and insufficient operation of systems and facilities in the part of traffic foundations. In particular, the un-signalized intersections in a community road have an insufficient measure for safety as compared to the crossroads with signals, and there are few analysis of traffic accidents and domestic researches on the model of affecting factors. Our country also has no concept of passing priority in operating a crossroad without signals, differently from foreign countries, so the researches and safety measures for improving the safety of a crossroad without signals in a community road are urgent. Therefore, this research has developed a safety model for a crossroad without signals in a community road based on the safety image data collected through individual interviews and questionnaires for the users of unsignalized intersections in a community road, and confirmed that legal systems, road facilities, personal factors, etc. have the biggest effect on the safety of drivers. It was confirmed that the clarity of passing methods, establishment of legal systems, etc. have the biggest effect on safety in order to raise the safety of unsignalized intersections in a community road, which drivers desire.
Keywords
community road; unsignalized intersections; customer safety model; structural equation model;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 건설교통부(2000) 도로의 구조시설 기준에 관한 규칙 해설 및 지침.
2 고동석 외 2인(2000) 수도권 지역 4-지 비신호 교차로에 대한 이동류별 차량의 임계간격과 추종시간 기준에 관한 연구, 대한교통학회지, 대한교통학회, 제18권 제6호, pp. 19-32.
3 대한교통학회(2004) 도로용량편람.
4 문영준 외 1인(2001) 비신호교차로 전방향 정지제어 도입 타당성 연구, 교통개발연구원 총서.
5 박용진(1994) 신도시 4지 비신호 교차로의 운영특성에 관한 연구, 국토계획, 대한국토.도시계획학회, pp. 223-224.
6 이수범(1996) 무신호 교차로의 안전에 의한 서비스수분 측정에 관한 연구, 대한교통학회지, 대한교통학회, 제14권 제2호, pp. 259-260.
7 이슬기 외 2인(2003) 임계간격을 이용한 비신호 교차로의 시거 산정에 관한 연구, 대한교통학회지, 대한교통학회, 제21권 제5호, pp. 97-100.   과학기술학회마을
8 이용재 외 1인(2001) 비신호 교차로의 중차량 용량 보정계수에 관한 연구, 대한교통학회지, 대한교통학회, 제19권 제2호, pp. 88-98.
9 Cristie, B., Delafield, G., Lucas, B., Winwood, M., & Gale, A. (1972) Stimulus complexity and the electroencephalogram: Differential effects of the number and the variety of display elements, canadian Journal of Physiology, Vol. 26, pp. 155-170
10 Attanucci, J.P. and Jaeger, L. (1979) Bus Service Evalution Procedures : A Review, U.S. DOT
11 Srour, J. 외 3인 (2003) Freight Information Real-Time System for Transport Evaluation Final Report, U.S. DOT
12 Kelley Klaver Pecheux 외 4인 (2004) Automobile Drivers' Perceptions of Service Quality on Urban Streets, Transportation Research Record: Journal of the Transportation Research Board, Vol. 1883, pp. 167-175.   DOI