Abstract

The coronavirus disease of 2019 (COVID-19) pandemic has affected every aspect of peoples’ lives, including their mobility. In this study, the impact of closures related to the pandemic on traffic patterns is assessed for the state of North Carolina and the Commonwealth of Virginia. The results of the initial assessments indicated that the average reduction in traffic volume was 27% across North Carolina and Virginia. Findings suggest that a slight increase in traffic at the beginning of the stay-at-home orders was followed by at most a 40% reduction after closures. The changes in traffic volumes in terms of road and vehicle classification are most substantial in Interstate routes and for passenger cars and buses. The average recovery rate of traffic volume after the occurrence of the maximum reductions was between 2.3% and 3.4% per week.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request. Such data include the traffic counts and algorithms used during the analysis.

Acknowledgments

The authors would like to acknowledge Mr. Stephen Piotrowski with the Traffic Survey unit of the North Carolina DOT and Mr. Hamlin Williams with the Traffic Engineering Division of the Virginia DOT for providing the data and bringing support for the development of this work. The authors would also like to acknowledge Dr. Scott Ogletree at the Center for Geospatial Analytics at North Carolina State University for his valuable insights into the geospatial analysis of the data presented in this paper.

References

Auto Futures. 2020. “What can traffic data tell us about the impact of the coronavirus?” Accessed October 10, 2020. https://www.autofutures.tv/2020/04/27/what-can-traffic-data-tell-us-about-the-impact-of-the-coronavirus/.
Barth, M., and K. Boriboonsomsin. 2008. “Real-world carbon dioxide impacts of traffic congestion.” Transp. Res. Rec. 2058 (1): 163–171. https://doi.org/10.3141/2058-20.
Brookings Institute. 2020. “Coronavirus has shown us a world without traffic. Can we sustain it?” Accessed May 15, 2020. https://www.brookings.edu/research/coronavirus-has-shown-us-a-world-without-traffic-can-we-sustain-it/.
Dabbura, I. 2018. “K-means clustering: Algorithm, applications, evaluation methods, and drawbacks.” Accessed June 9, 2020. https://towardsdatascience.com/k-means-clustering-algorithm-applications-evaluation-methods-and-drawbacks-aa03e644b48a/.
Daniel, W. W. 1990. Kolmogorov–Smirnov one-sample test: Applied nonparametric statistics. 2nd ed., 319–330. Boston: PWS-Kent.
Goodwin, P., and R. Noland. 2003. “Building new roads really does create extra traffic: A response to Prakash et al.” Appl. Econ. 35 (13): 1451–1457. https://doi.org/10.1080/0003684032000089872.
Google. 2020. “COVID-19 community mobility reports.” Accessed October 3, 2020. https://www.google.com/covid19/mobility/.
Hallenbeck, M. E., I. S. Olga, and R. Quinley. 2014. Verification, refinement, and applicability of long-term pavement performance vehicle classification rules. Washington, DC: Federal Highway Administration.
Hendrickson, C., and L. R. Rilett. 2020. “The COVID-19 pandemic and transportation engineering.” J. Transp. Eng. Part A. Syst. 146 (7). https://doi.org/10.1061/JTEPBS.0000418.
ITE (Institute of Transportation Engineers). 2020. “COVID-19 traffic volume trends.” Accessed September 30, 2020. https://www.ite.org/about-ite/covid-19-resources/covid-19-traffic-volume-trends/.
MS2 (Mission Support Services). 2020. “Daily traffic volume trends.” Accessed October 1, 2020. https://www.ms2soft.com/traffic-dashboard/.
NCDHHS (North Carolina Department of Health and Human Services). 2020. “NCDHHS COVID—19 response.” Accessed October 9, 2020. https://covid19.ncdhhs.gov.
Parr, S., B. Wolshon, J. Renne, P. Murray-Tuite, and K. Kim. 2020. “Traffic impacts of the COVID-19 pandemic: Statewide analysis of social separation and activity restriction.” Nat. Hazards Rev. 21 (3): 04020025. https://doi.org/10.1061/(ASCE)NH.1527-6996.0000409.
Respati, S. W., A. Bhaskar, Z. Zheng, and E. Chung. 2017. “Systematic identification of peak traffic period.” In Proc., 39th Australasian Transport Research Forum (ATRF), 1–15. Brisbane, Australia: Australasian Transport Research Forum.
Sweet, M. 2014. “Traffic congestion’s economic impacts: Evidence from US metropolitan regions.” Urban Stud. 51 (10): 2088–2110. https://doi.org/10.1177/0042098013505883.
UM (University of Maryland). 2020. “COVID-19 impact analysis platform.” Accessed October 10, 2020. https://data.covid.umd.edu/.
USDOT, Bureau of Transport Statistics. 2019. Transportation statistics annual report 2019: The state of statistics. Washington, DC: Bureau of Transportation Statistics. https://doi.org/10.21949/1502602.
VDH (Virginia Department of Health). 2020. “COVID-19 in Virginia.” Accessed October 9, 2020. https://www.vdh.virginia.gov/coronavirus/.
Yuan, C., and H. Yang. 2019. “Research on K-value selection method of K-means clustering algorithm.” J—Multi. Sci. J. 2 (2): 226–235. https://doi.org/10.3390/j2020016.
WHO (World Health Organization). 2020. “WHO coronavirus disease (COVID-19) dashboard.” Accessed October 10, 2020. https://covid19.who.int/.
Zhang, L., S. Ghader, M. L. Pack, C. Xiong, A. Darzi, M. Yang, Q. Sun, A. Kabiri, and S. Hu. 2020. “An interactive COVID-19 mobility impact and social distancing analysis platform.” medRxiv. https://doi.org/10.1101/2020.04.29.20085472.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 147Issue 4April 2021

History

Received: Jun 23, 2020
Accepted: Dec 22, 2020
Published online: Feb 13, 2021
Published in print: Apr 1, 2021
Discussion open until: Jul 13, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Graduate Research Assistant, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., 2501 Stinson Dr., Raleigh, NC 27695 (corresponding author). ORCID: https://orcid.org/0000-0001-8244-2440. Email: [email protected]
Graduate Research Assistant, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., 2501 Stinson Dr., Raleigh, NC 27695. ORCID: https://orcid.org/0000-0003-2636-311X. Email: [email protected]
Graduate Research Assistant, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., 2501 Stinson Drive, Raleigh, NC 27695. ORCID: https://orcid.org/0000-0002-7861-1667. Email: [email protected]
Associate Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., 2501 Stinson Dr., Raleigh, NC 27695. ORCID: https://orcid.org/0000-0002-7223-3968. Email: [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