Technical Papers
Jan 27, 2017

Evaluation of Effects from Sample-Size Origin-Destination Estimation Using Smart Card Fare Data

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 143, Issue 4

Abstract

Public transport planners are required to make decisions on transport infrastructure and services worth billions of dollars. The decision-making process for transport planning needs to be informed, accountable, and founded on comprehensive, current, and reliable data. One of the major issues affecting the accuracy of the estimated origin-destination (O-D) matrices is sample size. Cost, time, precision, and biases are some issues associated with sample size. Smart card data can potentially provide much information based on better understanding and assessment of the sample size impact on the estimated O-D matrices. This paper uses South East Queensland (SEQ) data to study the effect of different data sample sizes on the accuracy level of the generated public transport O-D matrices and to quantify the sample size required for a certain level of accuracy. As a result, the total number of O-D trips for the whole network can be accurately estimated at all levels of sample sizes. However, a wide distribution of O-D trips appeared at different sample sizes. The large difference from the actual distribution at 100% sample size was readily captured at small sample sizes where more O-D pairs were not representative. The wide distribution of O-D trips at different levels of sample sizes caused significant errors even at large sample sizes. The variation of the errors within the same sample was also captured as a result of the 80 iterations for each sample size. It is concluded that three major parameters (distribution, number, and sample size of selected stations) have a significant impact on the estimated O-D matrices. These results can be also reflected on the sample size of the traditional O-D estimation methods, such household travel surveys.

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Acknowledgments

The authors would like to acknowledge the support of the Australian Research Council (Grant DE130100205). The authors are grateful to TransLink (the public transport authority of South East Queensland, Australia) for providing the data for this research. We would also like to thank Professor Mark Hickman, Chair of the Academic Strategic Transport Research Alliance (ASTRA) at the University of Queensland, for his valuable support.

References

Alsger, A., Mesbah, M., Ferreira, L., and Safi, H. (2015). “Use of smart card fare data to estimate public transport origin-destination matrix.” Transp. Res. Rec., 2535, 88–96.
Barry, J. J., Newhouser, R., Rahbee, A., and Sayeda, S. (2002). “Origin and destination estimation in New York city with automated fare system data.” Transp. Res. Rec., 1817, 183–187.
Cui, A. (2006). “Bus passenger origin-destination matrix estimation using automated data collection systems.” Ph.D. thesis, Massachusetts Institute of Technology, Cambridge, MA.
Farzin, J. M. (2008). “Constructing an automated bus origin-destination matrix using farecard and global positioning system data in Sao Paulo, Brazil.” Transp. Res. Rec., 2072, 30–37.
Ferreira, L., and Dandy, G. (1984). “Sample size requirements for traffic surveys.” Aust. Road Res., 12(5), 33–39.
Foster, R., Stover, V., and Benson, J. (1977). “Effects of small sample origin-destination data on transportation study results.” Transp. Res. Rec., 637, 33–39.
Hollander, Y., and Liu, R. (2008). “The principles of calibrating traffic microsimulation models.” Transportation, 35(3), 347–362.
Leduc, G. (2008). “Road traffic data: Collection methods and applications.” Energy Transp. Clim. Change, 1(55), 1–53.
Mishalani, R. G., Ji, Y., and McCord, M. R. (2011). “Effect of on-board survey sample size on estimation of transit bus route passenger origin-destination flow matrix using automatic passenger counter data.” Transp. Res. Rec., 2246, 64–73.
Moore, T. (2015). “Queensland seeks next go card revolution.” ⟨http://www.brisbanetimes.com.au/queensland/queensland-seeks-next-go-card-revolution-20150925-gjv9ip.html⟩ (Dec. 3, 2015).
Munizaga, M. A., Devillaine, F., Navarrete, C., and Silva, D. (2014). “Validating travel behavior estimated from smartcard data.” Transp. Res. Part C, Emerging Technol., 44, 70–79.
Munizaga, M. A., and Palma, C. (2012). “Estimation of a disaggregate multimodal public transport origin-destination matrix from passive smart card data from Santiago, Chile.” Transp. Res. Part C: Emerging Technol., 24, 9–18.
Nassir, N., Khani, A., Lee, S. G., Noh, H., and Hickman, M. (2011). “Transit stop-level origin-destination estimation through use of transit schedule and automated data collection system.” Transp. Res. Rec., 2263, 140–150.
Tamblay, S., Galilea, P., Iglesias, P., Raveau, S., and Muñoz, J. C. (2015). “A zonal inference model based on observed smart-card transactions for Santiago de Chile.” Transp. Res. Part A: Policy Pract., 84, 44–54.
TMR (Department of Transport and Main Roads). (2011). “South East Queensland strategic transport model (SEQSTM) (Version SEQSTM_MM_v1).” Brisbane, Australia.

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Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 143Issue 4April 2017

History

Received: Mar 3, 2016
Accepted: Sep 26, 2016
Published online: Jan 27, 2017
Published in print: Apr 1, 2017
Discussion open until: Jun 27, 2017

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Authors

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Azalden Alsger [email protected]
Ph.D. Candidate, Univ. of Queensland, St Lucia, QLD 4072, Australia (corresponding author). E-mail: [email protected]
Ahmad Tavassoli [email protected]
Postdoctoral Research Fellow, School of Civil Engineering, Univ. of Queensland, St Lucia, QLD 4072, Australia. E-mail: [email protected]
Mahmoud Mesbah [email protected]
Lecturer, School of Civil Engineering, Univ. of Queensland, St Lucia, QLD 4072, Australia. E-mail: [email protected]
Luis Ferreira [email protected]
Professor, School of Civil Engineering, Univ. of Queensland, St Lucia, QLD 4072, Australia. E-mail: [email protected]

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