Abstract

Bicycle paths or even bicycle lanes have not emerged as key priorities in traditional pavement systems analysis. Most cities rely on route preferences (e.g., common school routes) or visual checks to prioritize pavement conditions on bicycle facilities. We used 31 bike path sections with a representative range of pavement surface conditions to collect acceleration data, GPS location data, bicycle steering angle, surface displacement data, and mean texture depth (MTD) data. We also recruited cyclists to complete a post-ride survey on ride quality. Using these data, we specified two ordered logit regression models to separately examine the relationships between bicycle ride quality and traditional pavement roughness measurement (or surface defect density on trajectories) while holding other parameters (e.g., bicycle accelerations and steering angle) constant. Our study shows that a surface defect index can replace the MTD test for bicycle facilities and can produce better performance in predicting ride quality, especially when pavement condition needs moderate repair to avoid becoming much worse. We also examine ride quality, specifically the vertical acceleration effect on ride experience, for different types of bicycles (e.g., a mountain bike with a suspension system versus a touring bike).

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request, including the section ArcGIS version 10.6 map, the MTD data, the survey summary data, the bike sensor data, the code for analyses, and the results of the illustrative example (i.e., data for Tables 14).

Acknowledgments

We thank the peer review by the Transportation Research Board; a draft version of this paper was presented at the 96th Annual Meeting of the Transportation Research Board, Washington, DC, January 2017. We also thank Ayda Soltani, Kevin Hwee, Mikey Corey, Joshua Garrison, Jorge Moreno, Melinda Zavala, Richard Lee, Manu Prakasam, Nathan Curtis, Mitchell McCarthy, and Alexis Okasinski for assisting with the bike instrumentation, and Richard Lee, Noah Ekstrom, Jean Cordeiro, Ruan Gomes, Alexis Okasinski, and Valerie Chang for assisting with collecting the MTD, acceleration, and steering angle data.

References

ASTM. 2019. Standard test method for measuring pavement macrotexture depth using a volumetric technique. ASTM E965-15. West Conshohocken, PA: ASTM.
Boettge, B., D. M. Hall, and T. Crawford. 2017. “Assessing the bicycle network in St. Louis: A PlaceBased user-centered approach.” Sustainability 9 (2): 241. https://doi.org/10.3390/su9020241.
Bryant, J., Jr. 2013. “Finding the optimal locations for bike sharing stations: A case study within the city of Richmond, Virginia.” Ph.D. dissertation, Geographic and Cartographic Sciences, George Mason Univ.
Chung, C. M., S. Nazarian, M. Vavrová, M. T. Yapp, L. M. Pierce, W. Robert, and R. E. Smith. 2017. Consequences of delayed maintenance of highway assets. Washington, DC: Transportation Research Board.
Dong, N., J. A. Prozzi, and F. Ni. 2019. “Reconstruction of 3D pavement texture on handling dropouts and spikes using multiple data processing methods.” Sensors 19 (2): 278. https://doi.org/10.3390/s19020278.
Flintsch, G. W., E. De León, K. K. McGhee, and I. L. AI-Qadi. 2003. “Pavement surface macrotexture measurement and applications.” Transp. Res. Rec. 1860 (1): 168–177. https://doi.org/10.3141/1860-19.
Friedman, J., T. Hastie, and R. Tibshirani. 2001. Vol. 1 of The elements of statistical learning. New York: Springer.
Gharaibeh, N., C. Wilson, M. Darter, and G. Jones. 1998. “Development of a bike path management system for the University of Illinois at Urbana-Champaign.” Transp. Res. Rec. 1636 (1): 56–63. https://doi.org/10.3141/1636-09.
Hastings, A. Z., K. B. Blair, F. K. Culligan, and D. M. Pober. 2004. “Measuring the effect of transmitted road vibration on cycling performance.” Eng. Sport 5: 619–705.
ISO. 2017. Specification of test tracks for measuring noise emitted by road vehicles and their tires. ISO 10844. Geneva, Switzerland: ISO.
Kim, H. B., S. W. Lee, T. J. Hyun, and K. H. Lee. 2013. “Measurement of texture depth of pavement using potable laser profiler.” J. East. Asia Soc. Transp. Stud. 10: 1576–1589. https://doi.org/10.11175/easts.10.1576.
Koike, H., A. Morimoto, and A. Kitazawa. 2003. “Unevenness of intersection pavement and bicycle safety.” Transp. Res. Rec. 1846 (1): 56–61. https://doi.org/10.3141/1846-10.
Kotek, P., and M. Kováč. 2015. “Comparison of valuation of skid resistance of pavements by two device with standard methods.” Procedia Eng. 111 (Dec): 436–443. https://doi.org/10.1016/j.proeng.2015.07.113.
Li, H., J. T. Harvey, C. Thigpen, and R. Wu. 2013. Surface treatment macrotexture and bicycle ride quality. Davis, CA: Univ. of California Pavement Research Center.
Ma, J., X. Ye, and C. Shi. 2018. “Development of multivariate ordered probit model to understand household vehicle ownership behavior in Xiaoshan District of Hangzhou, China.” Sustainability 10 (10): 3660. https://doi.org/10.3390/su10103660.
Olieman, M., R. Marin-Perianu, and M. Marin-Perianu. 2012. “Measurement of dynamic comfort in cycling using wireless acceleration sensors.” Procedia Eng. 34: 568–573. https://doi.org/10.1016/j.proeng.2012.04.097.
Robusto, C. C. 1957. “The cosine-haversine formula.” Am. Math. Mon. 64 (1): 38–40. https://doi.org/10.2307/2309088.
Thigpen, C. G., H. Li, S. L. Handy, and J. Harvey. 2015. “Modeling the impact of pavement roughness on bicycle ride quality.” Transp. Res. Rec. 2520 (1): 67–77. https://doi.org/10.3141/2520-09.
Wayson, R. L. 1998. Vol. 268 of Relationship between pavement surface texture and highway traffic noise. Washington, DC: Transportation Research Board.
Yapp, M. 2013. City of Davis pavement management program. Davis, CA: City of Davis.
Zaghloul, S. M., E. A. Sharaf, and A. A. Gadallah. 1989. A simplified pavement maintenance cost model. Washington, DC: Transportation Research Board.

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 26Issue 3September 2020

History

Received: Jul 10, 2019
Accepted: Apr 23, 2020
Published online: Jun 30, 2020
Published in print: Sep 1, 2020
Discussion open until: Nov 30, 2020

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Authors

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Xiaodong Qian, Ph.D. [email protected]
Dept. of Civil Engineering, Univ. of California at Davis, One Shields Ave., Davis, CA 95616. Email: [email protected]
Assistant Professor, Dept. of Mechanical and Aerospace Engineering, Univ. of California at Davis, One Shields Ave., Davis, CA 95616. ORCID: https://orcid.org/0000-0002-8698-6143. Email: [email protected]
Professor, Dept. of Civil Engineering, Univ. of Maryland, 1173 Glenn Martin Hall, College Park, MD 20742 (corresponding author). ORCID: https://orcid.org/0000-0002-8937-7159. Email: [email protected]

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