Technical Papers
Aug 9, 2023

Estimating Roadway Horizontal Alignment from Geographic Information Systems Data: An Artificial Neural Network–Based Approach

Publication: Journal of Surveying Engineering
Volume 149, Issue 4

Abstract

Estimating horizontal alignment using discretized roadway data points, such as GIS maps, is complicated because the number of curved and tangent segments and their start and end points are not known a priori. This study proposes a two-step approach: The first step estimates the number and type of segments and their start and end points using an artificial neural network (ANN)-based approach. The second step estimates the segment-related attributes such as radii and length by circular curve-fitting. The novelty of this study lies in the simplicity of the input vector to the ANN model, which contains only the latitude and longitude readings of a point and those of its neighboring points. Training and test data were comprised of points extracted from curved and tangent segments of random horizontal alignments, generated synthetically using a computer programming code. The proposed approach was evaluated and compared with other available methods presented in the literature using real roadway horizontal alignment data from one freeway and one rural roadway with a total length of 47 km and 65 curved segments. The analysis results indicated that the proposed approach outperforms other approaches in terms of estimation performance, particularly when the roadway follows a winding alignment.

Get full access to this article

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

Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The study was supported by the NJDOT (FHWA-NJ-2019-007) and partially by C2SMART, a Tier 1 UTC at New York University funded by the USDOT and Ozyegin University. The contents of this paper only reflect the views of the authors who are responsible for the facts and do not represent any official views of any sponsoring organizations or agencies.

References

AASHTO. 2011. A policy on geometric design of highways and streets. 6th ed. Washington, DC: AASHTO.
Ai, C., and Y. Tsai. 2015. “Automatic horizontal curve identification and measurement method using GPS data.” J. Transp. Eng. 141 (2): 04014078. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000740.
Anil, P. N., and S. Natarajan. 2010. “Automatic road extraction from high resolution imagery based on statistical region merging and skeletonization.” Int. J. Eng. Sci. Technol. 2 (3): 165–171.
Bartin, B., S. Demiroluk, K. Ozbay, and M. Jami. 2022. “Automatic identification of roadway horizontal alignment information using geographic information system data: CurvS tool.” Transp. Res. Rec. 2676 (1): 532–543. https://doi.org/10.1177/03611981211036364.
Bartin, B., M. Jami, and K. Ozbay. 2021. “Estimating roadway horizontal alignment using artificial neural network.” In Proc., IEEE Conf. on Intelligent Transportation Systems, 2245–2250. New York: IEEE.
Bartin, B., K. Ozbay, and C. Xu. 2019. “Extracting horizontal curvature data from GIS maps: Clustering method.” Transp. Res. Rec. 2673 (11): 264–275. https://doi.org/10.1177/0361198119850789.
Bíl, M., R. Andrášik, J. Sedoník, and V. Cícha. 2018. “ROCA—An ArcGIS toolbox for road alignment identification and horizontal curve radii computation.” PLoS One 13 (12): e0208407. https://doi.org/10.1371/journal.pone.0208407.
Carlson, P. J., M. Burris, K. Black, and E. R. Rose. 2005. “Comparison of radius-estimating techniques for horizontal curves.” Transp. Res. Rec. 1918 (1): 76–83. https://doi.org/10.1177/0361198105191800110.
Chernov, N. 2010. Circular and linear regression: Fitting circles and lines by least squares. Boca Raton, FL: CRC Press.
Dong, H., S. M. Easa, and J. Li. 2007. “Approximate extraction of spiralled horizontal curves from satellite imagery.” J. Surv. Eng. 133 (1): 36–40. https://doi.org/10.1061/(ASCE)0733-9453(2007)133:1(36).
Easa, S. M., H. Dong, and J. Li. 2007. “Use of satellite imagery for establishing road horizontal alignments.” J. Surv. Eng. 133 (1): 29–35. https://doi.org/10.1061/(ASCE)0733-9453(2007)133:1(29).
ESRI (Environmental Systems Research Institute). 2020. “ArcGIS desktop.” Accessed July 18, 2022. https://Www.Esri.Com/En-Us/Arcgis/Products/Arcgis-Desktop/.
FDOT (Florida Department of Transportation). 2010. Geographic information system (GIS): Curvature extension for ArcMap 9. Tallahassee, FL: Transportation Statistics Office.
FHWA (Federal Highway Administration). 2019. “Horizontal curve safety.” Accessed July 7, 2022. https://Safety.Fhwa.Dot.Gov/Roadway_dept/Countermeasures/Horicurves/.
Findley, D. J., J. E. Hummer, W. Rasdorf, and B. T. Laton. 2012. “Collecting horizontal curve data: Mobile asset vehicles and other techniques.” J. Infrastruct. Syst. 19 (1): 74–84. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000107.
Gargoum, S., K. El-Basyouny, and J. Sabbagh. 2018. “Automated extraction of horizontal curve attributes using LiDAR data.” Transp. Res. Rec. 2672 (39): 98–106. https://doi.org/10.1177/0361198118758685.
Gargoum, S., K. El-Basyouny, J. Sabbagh, and K. Froese. 2017. “Automated highway sign extraction using lidar data.” Transp. Res. Rec. 2643 (1): 1–8. https://doi.org/10.3141/2643-01.
Harkey, D. L., C. Yi, and J. Feaganes. 2004. “Evaluation and validation of automated in-vehicle data collection system for developing roadway alignments.” Transp. Res. Rec. 1897 (1): 164–172. https://doi.org/10.3141/1897-21.
Hatta Antah, F., M. A. Khoiry, K. N. Abdul Maulud, and A. Abdullah. 2021. “Perceived usefulness of airborne lidar technology in road design and management: A review.” Sustainability 13 (21): 11773. https://doi.org/10.3390/su132111773.
Ibraheem, A. T., and F. Janan. 2011. “Developing a computer program for the methods of radius-estimating techniques for horizontal curves.” Am. J. Eng. Appl. Sci. 4 (2): 276–287. https://doi.org/10.3844/ajeassp.2011.276.287.
Jalayer, M., H. Zhou, J. Gong, S. Hu, and M. Grinter. 2014. “A comprehensive assessment of highway inventory data collection methods.” J. Transp. Res. 53 (2): 73–92. https://doi.org/10.5399/OSU/JTRF.53.2.4219.
Jha, M. K., and P. Schonfeld. 2004. “A highway alignment optimization model using geographic information systems.” Transp. Res. Part A Policy Pract. 38 (6): 455–481. https://doi.org/10.1016/J.TRA.2004.04.001.
Keaton, T., and J. Brokish. 2003. “Evolving roads in IKONOS multispectral imagery.” In Proc., IEEE Int. Conf. on Image Processing, 1001–1004. New York: IEEE.
Kim, J. S., J. C. Lee, I. J. Kang, S. Y. Cha, H. Choi, and T. G. Lee. 2008. “Extraction of geometric information on highway using terrestrial laser scanning technology.” Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci. 37 (2008): 537–544.
Li, Z., M. Chitturi, A. Bill, and D. Noyce. 2012. “Automated identification and extraction of horizontal curve information from geographic information system roadway maps.” Transp. Res. Rec. 2291 (1): 80–92. https://doi.org/10.3141/2291-10.
Luo, W., L. Li, and K. C. P. Wang. 2018. “Automatic horizontal curve identification and measurement using mobile mapping system.” J. Surv. Eng. 144 (4): 04018007. https://doi.org/10.1061/(ASCE)SU.1943-5428.0000257.
Ma, Q., H. Yang, Z. Wang, K. Xie, and D. Yang. 2020. “Modeling crash risk of horizontal curves using large-scale auto-extracted roadway geometry data.” Accid. Anal. Prev. 144 (Sep): 105669. https://doi.org/10.1016/J.AAP.2020.105669.
NDOT (Nevada Department of Transportation). 2021. “Nevada Department of Transportation.” Accessed July 10, 2022. https://Www.Nevadadot.Com/Doing-Business/about-Ndot/Ndotdivisions/Engineering/Location/Geospatial-Data.
Ozbay, K., H. Nassif, B. Bartin, C. Xu, and A. Bhattacharyya. 2019. Calibration/development of safety performance functions for New Jersey. Washington, DC: Federal Highway Administration.
Rasdorf, W., D. J. Findley, C. V. Zegeer, C. A. Sundstrom, and J. E. Hummer. 2012. “Evaluation of GIS applications for horizontal curve data collection.” J. Comput. Civ. Eng. 26 (2): 191–203. https://doi.org/10.1061/(ASCE)CP.1943-5487.0000127.
Song, Z., F. Yang, P. Schonfeld, H. Liu, and J. Li. 2021. “Integrating segmentation and parameter estimation for recreating vertical alignments.” Comput.-Aided Civ. Infrastruct. Eng. 36 (4): 472–488. https://doi.org/10.1111/mice.12634.
Soni, P. K., N. Rajpal, and R. Mehta. 2020. “Semiautomatic road extraction framework based on shape features and LS-SVM from high-resolution images.” J. Indian Soc. Remote Sens. 48 (3): 513–524. https://doi.org/10.1007/s12524-019-01077-4.
Torbic, D. J., D. W. Harwood, D. K. Gilmore, R. Pfefer, T. R. Neuman, K. L. Slack, and K. K. Hardy. 2004. “Guidance for implementation of the AASHTO strategic highway safety plan.” In Vol. 7 of A guide for reducing collisions on horizontal curves. Washington, DC: Transportation Research Board.
Wood, J. S., and S. Zhang. 2018. “Identification and calculation of horizontal curves for low-volume roadways using smartphone sensors.” Transp. Res. Rec. 2672 (39): 1–10. https://doi.org/10.1177/0361198118759005.
Xu, H., and D. Wei. 2016. “Improved identification and calculation of horizontal curves with geographic information system road layers.” Transp. Res. Rec. 2595 (1): 50–58. https://doi.org/10.3141/2595-06.
Zhao, H., J. Kumagai, M. Nakagawa, and R. Shibasaki. 2002. “Semi-automatic road extraction from high-resolution satellite image.” Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci. 34 (3): 406–411.

Information & Authors

Information

Published In

Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 149Issue 4November 2023

History

Received: Jan 2, 2023
Accepted: Jun 12, 2023
Published online: Aug 9, 2023
Published in print: Nov 1, 2023
Discussion open until: Jan 9, 2024

Permissions

Request permissions for this article.

Authors

Affiliations

Bekir Bartin [email protected]
Associate Professor, Dept. of Civil Engineering, Ozyegin Univ., Nisantepe Mah. Orman Sok. No. 34-36, Cekmekoy, Istanbul 34794, Turkey. Email: [email protected]
Mojibulrahman Jami [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Ozyegin Univ., Nisantepe Mah. Orman Sok. No. 34-36, Cekmekoy, Istanbul 34794, Turkey (corresponding author). Email: [email protected]
Professor and Director, Dept. of Civil and Urban Engineering and C2SMARTER Center (Tier 1 UTC funded by USDOT), New York Univ., 6 MetroTech Center 4th Floor, Brooklyn, NY 11201. 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.

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