• Title/Summary/Keyword: Roadway departure crash

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Active Safety Features Evaluation with Korean Drivers (능동 안전장치의 한국 운전자 주행 평가)

  • Lee Hwa Soo;Cho Jae Ho;Yim Jong Hyun;Lee Hong Guk;Chang Kyung Jin;Yoo Song Min
    • Journal of Auto-vehicle Safety Association
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    • v.6 no.1
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    • pp.27-32
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    • 2014
  • A study assessing driver acceptance level for various active safety systems against Korean drivers has been conducted. A 2013 Cadillac ATS model vehicle was tested along southern outskirt of Seoul including local roadway and interurban highway. Active safety systems included were FCA(Forward Collision Alert), LDW(Lane Departure Warning), SBZA(Side Blind Zone Alert), FRPA(Front/Rear Park Assist), RCTA(Rear Cross Traffic Alert), ACC(Adaptive Cruise Control), and AEB(Autonomous Emergency Braking). Participants experienced the FRPA, RCTA and AEB features in a controlled parking lot with a dummy vehicle and traffic cones as target obstacles. Remaining features have been tested on the accumulated stretched of 106 km long urban and interurban roadway. Series of questionnaires corresponding to each active safety systems have been conducted. Tentative results revealed that RCTA and SBZA systems received favourable ratings compared to the other ones.

Increasing Superelevation on Freeway Interchange Ramp based on Running Speed (주행속도를 고려한 고속도로 나들목 연결로의 편경사 상향조정에 관한 연구)

  • Roh, Jeonghoon;Kim, Hong-bae;Seo, Mu In;Lee, Gil Jae
    • International Journal of Highway Engineering
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    • v.18 no.6
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    • pp.161-171
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    • 2016
  • OBJECTIVES : Many roadway departure crashes on the freeway interchange are due to the running speed being greater than the design speed. This study aims to ensure a safe and pleasant driving experience for the driver by increasing the superelevation based on the running speed on the highway interchange ramp. METHODS : The mean running speed for each type of ramp is calculated on site survey more than 10 interchanges. Using the mean running speed, we calculated the superelevation and the side friction using the method given in "A Policy on Geometric Design of Highways and Street" (Pages 145-166, 2001). Then, we applied the modified method to the superelevation range. Finally, we ensured safety using the Degree of Safety that is proven by the centrifugal acceleration ratio as suggested by Joseph Craus (1978). RESULTS : The mean running speeds are 50 km/h and 65 km/h when the design speeds are 40 km/h and 50 km/h, respectively. After the application of the new method used in this study, the superelevation will be increased by 9.0% and 10.0% when the mean running speeds are 50 km/h and 65 km/h, respectively. CONCLUSIONS : A higher superelevation can give the driver a more comfortable and safe driving environment. However, the driver needs to be aware of snow and low-temperature conditions.