Case Studies
Nov 21, 2016

Methodology for Determining Weighted Access-Density on Two-Lane Highways: Case Study of the Republic of Serbia

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 143, Issue 2

Abstract

Access density is a characteristic of two-lane highway sections whose role and significance in calculating the capacity and level of service in Serbia has not yet been researched. Because of the large number of access points per unit length (access density), direct applicability of the Highway Capacity Manual (HCM) methodology for two-lane highways has been called into question, as access density is one of the influencing factors. In this case study, realistic vehicle speed data were tracked using a global positioning system (GPS) device and used to generate a graph of speed versus distance traveled for each trip, and a methodology for calculating the time losses due to the maneuvering of a vehicle from/to access points is suggested. From the perspective of time losses, maneuvers that diverge from the main direction of travel were identified as the most critical and, as such, were used as the basis for a methodology for assigning a weighted value to every access, which is the fundamental objective of this paper. The model was verified by comparing the speed values obtained using the model from HCM based on both access density and weighted access density with real average travel speeds.

Get full access to this article

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

References

Bekhor, S., Lotan, T., Gitelman, V., and Morik, S. (2013). “Free-flow travel speed analysis and monitoring at the national level using global positioning system measurements.” J. Transp. Eng., 1235–1243.
Harwood, D. W., May, A. D., Jr., Anderson, I. B., and Archilla, A. R. (1999). “Capacity and quality of service of two-lane highways.”, Midwest Research Institute, Kansas City, MO.
Harwood, D. W., Potts, I. B., Bauer, K. M., Bonneson, J. A., and Elefteriadou, L. (2003). “Two-lane road analysis methodology in the highway capacity manual.”, Midwest Research Institute, Kansas City, MO.
Huang, B., Zhang, Y., Lu, J., and Lu, L. (2014). “A new access density definition and its correlation with crash rates by microscopic traffic simulation method.” Accid. Anal. Prev., 64(2014), 111–122.
MapSource [Computer software]. Garmin, Schaffhausen, Switzerland.
National Research Council. (2000). Highway capacity manual 2000, Transportation Research Board, Washington, DC.
National Research Council. (2010). Highway capacity manual 2010, Transportation Research Board, Washington, DC.
Rose, D., Gluck, J., and Demosthenes, P. (2000). Review of SDDOT’s highway access control process bellevue, Washington, DC.
Saxena, M. (2009). “Comparison of various methods to compute access density and proposing a weighted methodology.” M.S. thesis, Univ. of South Florida, Tampa, FL.
Statistical Office of the Republic of Serbia. (2004). “Population: Census of population, households and dwellings, 2002. 9, comparative survey of population: 1948, 1953, 1961, 1991 and 2002: Data by localities.”, Belgrade, Serbia.
Statistical Office of the Republic of Serbia. (2014). “2011 census of population, households and dwelings in Republic of Serbia—Comparative overview of the number of population in 1948, 1953, 1961, 1971, 1981, 1991, 2002 and 2011: Data by settlements.”, Belgrade, Serbia.
TSIS-CORSIM [Computer software]. McTrans, Univ. of Florida Transportation Institute, Gainesville, FL.
Zegeer, J. D., Vandehey, M. A., Blogg, M., Nguyen, K., and Ereti, M. (2008). “NCHRP rep. 599: Default values for highway capacity and level of service analyses.” Transportation Research Board of the National Academies, Washington, DC.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 143Issue 2February 2017

History

Received: Jan 12, 2016
Accepted: Oct 3, 2016
Published online: Nov 21, 2016
Published in print: Feb 1, 2017
Discussion open until: Apr 21, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Teaching Assistant and Ph.D. Student, Faculty of Transport and Traffic Engineering, Univ. of Belgrade, Vojvode Stepe 305, 11000 Belgrade, Republic of Serbia (corresponding author). E-mail: [email protected]
K. Vukadinovic [email protected]
Professor, Faculty of Transport and Traffic Engineering, Univ. of Belgrade, Vojvode Stepe 305, 11000 Belgrade, Republic of Serbia. E-mail: [email protected]
Professor, Faculty of Transport and Traffic Engineering, Univ. of Belgrade, Vojvode Stepe 305, 11000 Belgrade, Republic of Serbia. E-mail: [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