Technical Papers
Sep 13, 2012

Measuring Horizontal Curve Vehicle Trajectories and Speed Profiles: Pneumatic Road Tube and Video Methods

Publication: Journal of Transportation Engineering
Volume 139, Issue 3

Abstract

Horizontal curves present drivers with numerous tasks that, if not performed while approaching and negotiating the curve, may result in a roadway departure crash. A vehicle’s lateral position within the lane and its speed are two indicators of interest from safety and operational perspectives. These can and have been measured simultaneously at multiple locations along the curve. However, researchers face the challenge of collecting operational data while minimizing impacts on driver behavior, and developing robust, efficient, and accurate means to obtain the data. This paper presents the findings of a series of pilot studies on closed and open courses that investigated the effectiveness and accuracy of pneumatic road tubes and digital video cameras for collecting such data. Closed-course studies investigated a single data collection station setup, whereas an open-course study investigated multiple data collection stations on a horizontal curve. The data were reduced manually and automatically, and tests were performed to evaluate the statistical significance of the results. In general, the pilot studies show that pneumatic road tubes provide a higher level of accuracy than video data. Other findings include that drivers moved towards the centerline of the roadway overall and even more so when the presence of video equipment. It was also found that vehicle mean speeds at the center of the curve were lower with an increase amount of data site-based vehicle data collection equipment present.

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Acknowledgments

The authors wish to thank Susan Chrysler, Jeremy Johnson, and Jeff Miles of the Texas Transportation Institute (TTI) for their technical assistance; the Institute for Transportation (InTrans) at Iowa State University for funding the use of the traffic counters and video trailer; and, finally, the City of Ames, Iowa, for facilitating data collection on roadways in its jurisdiction.

References

Campbell, J. L., Richard, C. M., and Graham, J. (2008). “Human factors guidelines for roadway systems.”, Transportation Research Board, National Research Council, Washington, DC.
Chrysler, S. T., Re’, J., Knapp, K. K., Funkhouser, D. S., and Kuhn, B. T. (2009). “Driver response to delineation treatments on horizontal curves on two-lane roads.”, Texas Transportation Institute, Texas A&M Univ., College Station, TX.
Cottrell, B. H. (1986). “The effects of wide edgelines on lateral placement and speed on two-lane rural roads.”, Transportation Research Board, Washington, DC, 1–6.
Crowther, R. F., Shumate, R. P., and Dean Smith, R. (1961). “Evaluating speed-measuring devices that use pneumatic tubes.” Traffic Saf. Res. Rev., 5(3), 12–28.
Davis, G. A. and Pei, J. (2005). “Bayesian reconstruction of median-crossing crashes and potential effectiveness of cable barriers.”, Transportation Research Board, Washington, DC, 141–148.
Donnell, E. T., Gemar, M. D., and Cruzado, I. (2006). Operational effects of wide edge lines applied to horizontal curves on two-lane rural highways, Pennsylvania Transportation Institute, Pennsylvania State Univ., University Park, PA.
Dudek, C. L., Huchingson, R. D., Creasey, F. T., and Pendleton, O. (1988). “Field studies of temporary pavement markings at overlay project work zones on two-lane, two-way, rural highways.”, Transportation Research Board, Washington, DC, 22–32.
Finley, M. D., Funkhouser, D. S., and Brewer, M. A. (2008). Studies to determine the operational effects of shoulder and centerline rumble strips on two-lane undivided roadways, Texas Transportation Institute, Texas A&M Univ., College Station, TX.
Glennon, J. C., Neuman, T. R., and Leisch, J. E. (1985). “Safety and operational considerations for design of rural curves.”, U.S. Dept. of Transportation, Washington, DC.
Krammes, R. A., and Tyer, K. D. (1991). “Post-mounted delineators and raised pavement markers: Their effect of vehicle operations at horizontal curves on two-lane rural highways.”, Transportation Research Board, Washington, DC, 59–71.
Li, X., and Eagle, R. (2010). “Three-dimensional road geometry provides precise knowledge of the road ahead to support intelligent automotive applications.” TRB 90th Annual Meeting Compendium of Papers, National Research Council, Washington, DC.
Mahoney, K. M., Porter, R. J., Donnell, E. T., Lee, D., and Pietrucha, M. T. (2003). “Evaluation of centerline rumble strips on lateral vehicle placement and speed on two-lane highways.”, Pennsylvania Transportation Institute, University Park, PA.
Miaou, S., and Lum, H. (1993). “Statistical evaluation of the effects of highway geometric design on truck accident involvements.”, Transportation Research Board, Washington, DC, 11–24.
Miles, J. D., Carlson, P. J., Pratt, M. P., and Thompson, T. D. (2005). “Traffic operational impacts of transverse, centerline, and edgeline rumble strips.”, Texas Transportation Institute, College Station, TX.
Miles, J. D., Pratt, M. P., and Carlson, P. J. (2006). “Evaluation of erratic maneuvers associated with installation of rumble strips.”, Transportation Research Board, Washington, DC, 73–79.
Moen, B. A., Kollbaum, J. A., Bonneson, J. A., and McCoy, P. T. (1993). “Traffic data collection using a computerized data acquisition system.”, Transportation Research Board, Washington, DC, 39–45.
Park, Y.-J., Park, C.-H., and Chon, K.-S. (2003). “Development of potential measures to evaluate the safety of curves in rural highways.” KSCE J Civ. Eng., 7(3), 233–242.
Poe, C. M., Tarris, J. P., and Mason, J. M. (1996). “Relationship of operating speeds to roadway geometric design speeds.”, U.S. Dept. of Transportation, Washington, DC.
Segal, D. J., and Banney, T. A. (1980). “Evaluation of horizontal curve design.”, U.S. Dept. of Transportation, Washington, DC.
Spacek, P. (1998). Fahrverhalten un Unfallgeschehen in Kurven, Fahrverhalten in Kurvenbereichen, InStitut Für Verkehrsplanung, Transporttechnick, Strassen- un Eisenbahnbaur, ETH Zürich, Switzerland (in German).
Staplin, L., Lococo, K., Byington, S., and Harkey, D. (2001). “Guidelines and recommendations to accommodate older drivers and pedestrians.”, U.S. Dept. of Transportation, Washington, DC.
Stimpson, W. A., McGee, H. W., Kittleson, W. K., and Ruddy, R. H. (1977). “Field evaluation of selected delineation treatments on two-lane rural highways.”, U.S. Dept. of Transportation, Washington, DC.

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Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 139Issue 3March 2013
Pages: 255 - 265

History

Received: Sep 9, 2011
Accepted: Sep 10, 2012
Published online: Sep 13, 2012
Published in print: Mar 1, 2013

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Authors

Affiliations

Eric J. Fitzsimmons [email protected]
A.M.ASCE
Postdoctoral Researcher, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Kansas, 2159A Learned Hall, 1530 West 15th St., Lawrence, KS 66045 (corresponding author). E-mail: [email protected]
Reginald R. Souleyrette [email protected]
M.ASCE
Commonwealth Chair Professor of Transportation Engineering, Dept. of Civil Engineering, Univ. of Kentucky, 259 Raymond Building, Lexington, KY 40506. E-mail: [email protected]
Shashi S. Nambisan [email protected]
M.ASCE
Professor of Civil Engineering, Institute for Transportation, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., 2711 South Loop Dr., Suite 4700, Ames, IA 50010. E-mail: [email protected]

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