Long, K., Wu, H., Zhang, Z., & Murphy, M. (2014). Quantitative relationship between crash risks and pavement skid resistance (Report No. FHWA/TX-13/0-6713-1). Texas. Dept. of Transportation. Research and Technology Implementation Office. https://rosap.ntl.bts.gov/view/dot/27448
Long, Kan, Hui Wu, Zhanmin Zhang, and Mike Murphy. Quantitative relationship between crash risks and pavement skid resistance. Report no. FHWA/TX-13/0-6713-1. Texas. Dept. of Transportation. Research and Technology Implementation Office, 2014. https://rosap.ntl.bts.gov/view/dot/27448.
Long, Kan, et al. Quantitative relationship between crash risks and pavement skid resistance. Texas. Dept. of Transportation. Research and Technology Implementation Office, 2014, Report no. FHWA/TX-13/0-6713-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/27448.
Faced with continuously increasing maintenance due to aging infrastructure, the Texas Department of
;
Transportation (TxDOT) is evaluating the potential impact of reduced funding on highway safety. The main
;
objective of this report is to develop a methodological procedure to identify threshold levels of pavement skid
;
resistance for highways in the context of traffic crashes, assisting TxDOT Administration and engineers in
;
making proper maintenance decisions. As a result, the efficiency and safety of the highway system could be
;
preserved. The scope of this study covers all types of state-maintained highways in Texas.
Long, K., Wu, H., Zhang, Z., & Murphy, M. (2014). Quantitative relationship between crash risks and pavement skid resistance (Report No. FHWA/TX-13/0-6713-1). Texas. Dept. of Transportation. Research and Technology Implementation Office. https://rosap.ntl.bts.gov/view/dot/27448
Long, Kan, Hui Wu, Zhanmin Zhang, and Mike Murphy. Quantitative relationship between crash risks and pavement skid resistance. Report no. FHWA/TX-13/0-6713-1. Texas. Dept. of Transportation. Research and Technology Implementation Office, 2014. https://rosap.ntl.bts.gov/view/dot/27448.
Long, Kan, et al. Quantitative relationship between crash risks and pavement skid resistance. Texas. Dept. of Transportation. Research and Technology Implementation Office, 2014, Report no. FHWA/TX-13/0-6713-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/27448.
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ensure public access to scientific information.
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