Technical Papers
Apr 15, 2016

An Unsupervised Learning Approach for Analyzing Traffic Impacts under Arterial Road Closures: Case Study of East Liberty in Pittsburgh

Publication: Journal of Transportation Engineering
Volume 142, Issue 9

Abstract

This paper adopts an unsupervised learning approach, k-means clustering, to analyze the arterial traffic flow data over a high-dimensional spatiotemporal feature space. As part of the adaptive traffic control system deployed around the East Liberty area in Pittsburgh, high-resolution traffic occupancies and counts are available at the lane level in virtually any time resolution. The k-means clustering method is used to analyze those data to understand the traffic patterns before and after the closure and reopening of an arterial bridge. The modeling framework also holds great potentials for predicting traffic flow and detect incidents. The main findings are that clustering on high-dimensional spatiotemporal features can effectively distinguish flow patterns before and after road closure and reopening and between weekends and weekdays. On arterial streets, clustering based on 5-min data is sufficient to eliminate potential distortion on measurements caused by signals. Either of the two, count or occupancy, is adequate to serve as a feature for effective pattern clustering. It is plausible to use data from only selected locations and time periods to infer representative flow patterns and detect arterial incidents, which allows applications in large-scale networks with cheap sensing. In addition, for some lanes, there exists a transitional time period (1 week in this case study) immediately following the closure and reopening when traffic flow is transformed to a new type of daily pattern.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This research is funded in part by Carnegie Mellon University’s Technologies for Safe and Efficient Transportation, a National USDOT University Transportation Center for Safety (T-SET UTC), which is sponsored by the U.S. Department of Transportation. The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the information presented herein. The U.S. Government assumes no liability for the contents or use thereof.

References

Abdulhai, B., and Ritchie, S. G. (1999). “Enhancing the universality and transferability of freeway incident detection using a Bayesian-based neural network.” Transp. Res. Part C: Emerging Technol., 7(5), 261–280.
Ahmed, M., and Cook, A. (1977). “Analysis of freeway traffic time-series data using Box-Jenkins techniques.” Transp. Res. Rec., 722, 113–116.
Arthur, D., and Vassilvitskii, S. (2007). “k-means++: The advantages of careful seeding.” Proc., 18th Annual ACM-SIAM Symp. on Discrete Algorithms, Society for Industrial and Applied Mathematics, Philadelphia, 1027–1035.
Brusco, M. J., and Cradit, J. D. (2001). “A variable-selection heuristic for k-means clustering.” Psychometrika, 66(2), 249–270.
Cairns, S., Hass-Klau, C., and Goodwin, P. (1998). “Traffic impact of highway capacity reductions: Assessment of the evidence.” 〈http://discovery.ucl.ac.uk/33442/〉 (Jul. 1, 2015).
Chang, S., and Nojima, N. (2001). “Measuring post-diaster transportation system performance: The 1995 Kobe earthquake in comparative perspective.” Transp. Res. Part A, 35, 475–494.
Clegg, R. (2007). “Empirical studies on road traffic response to capacity reduction.” Transportation and Traffic Theory, Elsevier, Oxford, U.K., 155–178.
Collins, J., and Martin, J. (1979). “Automatic incident detection—TRRL algorithms HIOCC and PATREG.”, Transport and Road Research Laboratory, Berkshire, U.K.
Dudek, C., Messer, C., and Nuckles, N. (1974). “Incident detection on urban freeway.” Transp. Res. Rec., 495, 12–24.
Giuliano, G., and Golob, J. (1998). “Impacts of the Northridge earthquake on transit and highway use.” J. Transp. Stat., 1, 1–20.
Golob, T., and Recker, W. (2003). “Relationships among urban freeway accidents, traffic flow, weather, and lighting conditions.” J. Transp. Eng., 342–353.
Guo, X., and Liu, H. X. (2011). “Bounded rationality and irreversible network change.” Transp. Res. Part B: Method., 45(10), 1606–1618.
He, X., and Liu, H. X. (2012). “Modeling the day-to-day traffic evolution process after an unexpected network disruption.” Transp. Res. Part B: Method., 46(1), 50–71.
Hunt, J., Brownlee, A., and Stefan, K. (2002). “Responses to Center Street bridge closure: Where the disappearing travelers went?” Transp. Res. Rec., 1807, 51–58.
Karlaftis, M., Kepaptsoglou, K., Stathopoulos, A., and Dimitriou, D. (2006). “Public transportation during the Athens 2004 Olympics: From planning to performance.” Proc., 85th Transportation Research Board Annual Meeting, Transportation Research Board, Washington, DC.
Lo, S., and Hall, R. (2006). “Effects of the Los Angeles transit strike on highway congestion.” Transp. Res. Part A, 40(10), 903–916.
MacQueen, J. (1967). “Some methods for classification and analysis of multivariate observations.” Proc., 5th Berkeley Symp. on Mathematical Statistics and Probability, Vol. 1, University of California Press, Berkeley, CA, 281–297.
Sethi, V., Bhandari, N., Koppelman, F. S., and Schofer, J. L. (1995). “Arterial incident detection using fixed detector and probe vehicle data.” Transp. Res. Part C: Emerging Technol., 3(2), 99–112.
Teng, H., and Qi, Y. (2003). “Application of wavelet technique to freeway incident detection.” Transp. Res. Part C: Emerging Technol., 11(3–4), 289–308.
Thancanamootoo, S., and Bell, M. (1988). “Automatic detection of traffic incidents on a signal-controlled road network.” Univ. of Newcastle upon Tyne, Newcastle upon Tyne, U.K.
Tsai, J., and Case, E. (1979). “Development of freeway incident detection algorithms by using pattern-recognition techniques.” Transp. Res. Rec., 722, 113–116.
Willsky, A. S., Chow, E., Gershwin, S., Greene, C., Houpt, P., and Kurkjian, A. (1980). “Dynamic model-based techniques for the detection of incidents on freeways.” IEEE Trans. Autom. Control, 25(3), 347–360.
Yuan, F., and Cheu, R. L. (2003). “Incident detection using support vector machines.” Transp. Res. Part C: Emerging Technol., 11(3), 309–328.
Zhang, M., Chen, Y., Lim, R., and Qian, Z. (2012). “What happens when a major freeway is closed for repair? The case of Fix-I5 in downtown Sacramento.” Transp. Res. Rec., 2278, 134–144.
Zhu, S., Levinson, D., Liu, H. X., and Harder, K. (2010). “The traffic and behavioral effects of the I-35W Mississippi River bridge collapse.” Transp. Res. Part A: Policy Pract., 44(10), 771–784.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 142Issue 9September 2016

History

Received: May 22, 2015
Accepted: Feb 4, 2016
Published online: Apr 15, 2016
Published in print: Sep 1, 2016
Discussion open until: Sep 15, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Carnegie Mellon Univ., 5000 Forbes Ave., Pittsburgh, PA 15213. E-mail: [email protected]
Zhen (Sean) Qian, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering and Heinz College, Carnegie Mellon Univ., 5000 Forbes Ave., Pittsburgh, PA 15213 (corresponding author). E-mail: [email protected]
Xiao-Feng Xie [email protected]
Research Associate, Robotics Institute, Carnegie Mellon Univ., 5000 Forbes Ave., Pittsburgh, PA 15213. E-mail: [email protected]
Stephen Smith [email protected]
Research Professor, Robotics Institute, Carnegie Mellon Univ., 5000 Forbes Ave., Pittsburgh, PA 15213. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share