TY - JOUR
T1 - Traffic sensor data-based assessment of speed feedback signs
AU - Karimpour, Abolfazl
AU - Kluger, Robert
AU - Wu, Yao Jan
N1 - Publisher Copyright:
© 2020 Taylor & Francis Group, LLC and The University of Tennessee.
PY - 2021
Y1 - 2021
N2 - Excessive speed is a significant traffic safety concern on almost all types of roadways. A practical speed management strategy should improve mobility and vehicle progression by reducing nonrecurrent delays and improve public health and traffic safety by reducing the number of speeding-related crashes. Speed feedback signs are an effective speed management strategy. The objective of this article is two-fold: first, quantify the impact of SFS on arterial mobility at the link and intersection levels. Second, to conduct a data-driven safety assessment of arterials with active SFS. A major arterial in Tucson, AZ, with four existing SFS, was selected. Based on the initial results from the collected traffic sensor data, no significant difference was found among all traffic signal performance measures with and without an active SFS. However, statistically significant speed reduction was found at three out of four links after enabling the SFS. In addition, it was found that the impact of SFS on driver’s behavior is a function of their approaching speed. The results of the safety assessment of SFS showed that at an arterial with a link speed of 35 mph, the benefit in dollar value per year associated with a reduction in the severe crash could pay as much as $700,000.
AB - Excessive speed is a significant traffic safety concern on almost all types of roadways. A practical speed management strategy should improve mobility and vehicle progression by reducing nonrecurrent delays and improve public health and traffic safety by reducing the number of speeding-related crashes. Speed feedback signs are an effective speed management strategy. The objective of this article is two-fold: first, quantify the impact of SFS on arterial mobility at the link and intersection levels. Second, to conduct a data-driven safety assessment of arterials with active SFS. A major arterial in Tucson, AZ, with four existing SFS, was selected. Based on the initial results from the collected traffic sensor data, no significant difference was found among all traffic signal performance measures with and without an active SFS. However, statistically significant speed reduction was found at three out of four links after enabling the SFS. In addition, it was found that the impact of SFS on driver’s behavior is a function of their approaching speed. The results of the safety assessment of SFS showed that at an arterial with a link speed of 35 mph, the benefit in dollar value per year associated with a reduction in the severe crash could pay as much as $700,000.
KW - arterial efficiency
KW - arterial mobility
KW - safety enhancement
KW - speed changing behavior model
KW - speed feedback signs
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U2 - 10.1080/19439962.2020.1731038
DO - 10.1080/19439962.2020.1731038
M3 - Article
AN - SCOPUS:85121948181
SN - 1943-9962
VL - 13
SP - 1302
EP - 1325
JO - Journal of Transportation Safety and Security
JF - Journal of Transportation Safety and Security
IS - 12
ER -