Analysis of Contributory Factors in Causing Crashes at Rural Unsignalized intersections Based on Statistical Modeling |
PARK, Jeong Soon
(Traffic Science Institute, Korea Road Traffic Authority)
OH, Ju Taek (Department of Urban Engineering, Korea National University of Transportation) OH, Sang Jin (Chungbuk Research Institute) KIM, Young Jun (Traffic Science Institute, Korea Road Traffic Authority) |
1 | AASHTO (2004), A Policy on Geometric Design of Highway and Streets. |
2 | Bauer K.M., Harwood D.W. (1996), Statistical Models of At-grade Intersection Accidents, TRB. |
3 | Chang I.J., Kim J.W., Lee H.R., Lee S.B. (2011), Model for Predicting Accidents at a Unsignalized Intersections in Community Road, Korean Society of Civil Engineering, Journal of the Korean Society of Civil Engineers, 31(3), 343-353. |
4 | Fambro D.B., Fitzpatrick K., Koppa R.J. (1997), Determination of Stopping Sight Distances, NCHRP Report 400, TRB. |
5 | Haleem K., Avdel-Aty M. (2010), Examining Traffic Crash Injury Severity at Unsignalized Intersection, Journal of Safety Research, 41(4), 347-357. DOI |
6 | Harwood D.W., Bauer K.M., Potts I.B., Torbic D.J., Richard K. R., Kohman Rabbani E.R., Hauer E., Elefteriadou L. (2003), Safety Effectiveness of Intersection Left-and Right-turn Lanes, TRB. |
7 | Harwood D.W., Council F.M., Hauer E., Hughes W.E., Vogt A. (2002), Prediction of the Expected Safety Performance of Rural Two-lane Highways, FHWA-RD-99-207, FHWA |
8 | Kim D.H., Le, D.M., Sung N.M. (2010), A Development of Traffic Crash Frequency Prediction Models for Rural 3-legged Intersections, The Korea Transport Institute, Journal of Transport Research, 17(1), 37-48. |
9 | Kim E.C., Lee D.M., Kim D.H. (2008), Development of Traffic Accident Frequency Model for Evaluating Safety at Rural Signalized Intersections, International Journal of Highway Engineering, 10(4), 53-63. |
10 | Kulmala R. (1997), Safety at Highway Junctions Based on Predictive Accident Models, TRB. |
11 | Lee D.M., Kim E.C., Sung N.M., Kim D.H. (2008), Development of Traffic Crash Frequency Prediction Models for Rural 3-legged Intersections, International Journal of Highway Engineering, 10(3), 47-56. |
12 | Lee S.B. (1995), Development of Safety-based Level-of Service Parameters for Two-way Stop-controlled Intersections, University of Wisconsin-Madison. |
13 | NCHRP Report 279 (1985), Intersection Channelization Design Guide, TRB. |
14 | NCHRP Report 500 (2003), A Guide for Addressing Unsignalized Intersection Collections, TRB. |
15 | Park B.H., Park S.H., Lee Y.M., In B.C. (2008), Accident Analysis of Unsignalized Intersections Using ZAM, Journal of Korea Planners Association, 43(6), 69-78. |
16 | Pasanen E. (1991), Driving Speeds and Pedestrian Safety, Espoo, Finland Helsinki University of Technology, Traffic laboratory, Publication 72. |
17 | Vogt A. (1999), Crash Models for Rural Intersections: Four-lane by Two-lane Stop-controlled and Two-lane by Two-lane Signalized, FHWA-RD-99-128, FHWA. |
18 | Poch M., Mannering F. (1996), Negative Binomial Analysis of Intersection-accident Frequencies, Journal of Transportation Engineering, 122(2), 105-113. DOI |
19 | Seong W.H. (2001), Applied Logistic Regression Analysis, Tamjin. |
20 | Son S.H. (2010), Development of a Delay and Safety Evaluation Models According to the Left-turn Lane Installation at Unsignalized Intersection, Graduate School of Hanyang University. |