Evaluation of Shoulders Functions on Lithuanian Regional Roads

Authors

  • Viktoras Vorobjovas Dept of Roads, Vilnius Gediminas Technical University, Saulėtekio al. 11, 10223 Vilnius, Lithuania
  • Daiva Žilionienė Dept of Roads, Vilnius Gediminas Technical University, Saulėtekio al. 11, 10223 Vilnius, Lithuania

DOI:

https://doi.org/10.3846/1822-427X.2008.3.213-218

Keywords:

low-volume roads, performance, road pavement structure, shoulder

Abstract

Granular shoulder is an important element of road system. One can frequently notice shoulders rutting, edge breakage, unconformity of cross-section to the norms that could be caused by wind and water-generated erosion. These problems directly affect the drivers, influences their behaviour on the road and traffic safety. Therefore, a constant maintenance of road shoulders is necessary. Investigations of the Lithuanian gravel road network showed that the lowvolume roads with gravel surfacing do not correspond to the current standards and the change in their performance due to climatic conditions, traffic volume and the materials used for the structures have a large influence not only on traffic safety but also on traffic conditions. It is very important for the road shoulders to improve traffic safety, to prevent road carriageway edges from degradation, to serve for emergency parking and for the installation of guardrails, warning and informatory signs. Since shoulder deformations are caused by the deformations in the subgrade and its slopes, a properly prepared and erected subgrade should be provided with the shoulder of corresponding structure where inadmissible deformations would not occur. Defects in the low-volume road pavement occur when gravel of unsuitable composition is used for the shoulder pavement, the structure is of insufficient thickness and strength, the top of the subgrade becomes damp due to the lack of proper drainage or road maintenance is of unsatisfactory level. It is very important for the shoulders of low-volume roads to use a proper material for increasing the structural strength of the shoulder and preventing it from defects.

References

Butt, A. A.; Carpenter, S. H.; Selim, A. A.; Zimmerman, K. A. 1997. Evaluation of South Dakota department of transportation‘ s shoulder surfacing in new construction. Pierre, SD: South Dakota Dept of Transportation; Savoy, IL: ERES International, Incorporated. 153 p.

Calvert, E. C.; Haiar, K.; Wilson, E. M. 1999. Development of a field evaluation guide for unpaved rural roads, Transportation Research Record 1652(1): 86–89. DOI: 10.3141/1652-11

Gintalas, V.; Čygas, D.; Žilionienė, D.; Puodžiukas, V. 2005. Problems of road plan designing when implementing Paving of Gravel Roads Program in Lithuania, in Proc of the 6th International Conference “Environmental Engineering”: selected papers, vol 2. Ed. by Čygas, D.; Froehner, K. D. May 20–27, 2005, Vilnius, Lithuania. Vilnius: Technika, 691–694.

Gintalas, V.; Čygas, D.; Žilionienė, D.; Puodžiukas, V. 2007. Longitudinal profile of the objects included in the Gravel Roads Paving Programme of Lithuania, The Baltic Journal of Road and Bridge Engineering 2(2): 53–59.

Hedmen, K. O. 1990. Road design and safety. VTI Rapport 351A. Swedish Road and Traffic Research Institute, Linkoping, Sweden, 225–238.

Plessis-Fraissard, M. 2007. Planning roads for rural communities, Transportation Research Record 1989(1): 1–8. DOI:10.3141/1989-01

Price, D. A. 1990. Experimental gravel shoulders. Final report. Report No. CDOH-DTD-R-90-2. Denver, CO: Colorado Dept of Transportation; Washington DC: Federal Highway Administration. 39 p.

Ranieri, V. 2002. Runoff control in porous pavements, Transportation Research Record 1789: 46–55. DOI: 10.3141/1789-05

Souleyrette, R.; McDonal, T.; Hans, Z.; Kamyab, A.; Welch, T.; Storm, B.; Anderson-Wilk, M. 2001. [on-line]. Paved shoulders on primary highways in Iowa: an analysis of shoulder surfacing criteria, costs, and benefits [cited 5 Sep, 2008]. Available from Internet: http://www.ctre.iastate.edu/reports/pavedshoulder.pdf.

Tighe, S.; He, Z.; Haas, R. 2001. Environmental deterioration model for flexible pavement design: an Ontario example, Transportation Research Record 1755: 81–89. DOI: 10.3141/1755-09

Vorobjovas, V.; Žilionienė, D. 2008. Investigations of low-volume road shoulders, in Proc of the 7th International Conference “Environmental Engineering”: selected papers vol. 3. Ed. by Čygas, D.; Froehner, K. D. May 22–23, 2008, Vilnius, Lithuania. Vilnius: Technika, 1242–1246.

Zegeer, C. V.; Stewart, R.; Council, F.; Neuman, T. R. 1994. Accident relationships of roadway width on low-volume roads, Transportation Research Record 1445: 160–168.

Žilionienė, D.; Čygas, D.; Dundulis, K. 2003. Solutions of gravel road renovation based on certain local conditions in Lithuania, Transportation Research Record 1819: 267–274. DOI: 10.3141/1819b-34

Downloads

Published

27.12.2008

How to Cite

Vorobjovas, V., & Žilionienė, D. (2008). Evaluation of Shoulders Functions on Lithuanian Regional Roads. The Baltic Journal of Road and Bridge Engineering, 3(4), 213-218. https://doi.org/10.3846/1822-427X.2008.3.213-218