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Influence of road alignment horizontal curve on transport flow operating speed

Abstract

Geometric parameters of road alignment are fundamental elements defining permissible speed and vice versa. Unlike permissible speed, determined operating speed in upgrade projects has a significant impact on the safe movement of transport on the roads. The article reviews the composition of the regional road network in Lithuania, the design speed, the permitted speed, the practical problems of applying the geometry parameters of the road alignment according to the legal documents valid in Lithuania, methods of horizontal curve selection in Lithuania and other countries are analysed in more detail. Comparative initial calculations of horizontal curves were performed using different side friction coefficients. Review summary of analysis conducted and statements are prepared for discussion.


Article in Lithuanian.


Kelio trasos horizontaliųjų kreivių įtaka transporto srauto greičiui


Santrauka


Kelio trasos geometriniai parametrai yra pagrindiniai elementai, apibrėžiantys leistiną važiavimo greitį, ir atvirkščiai. Skirtingai nei leistinas važiavimo greitis, transporto srauto greitis kelių ruožų atnaujinimo projektuose turi didelę įtaką saugiam transporto judėjimui keliuose. Straipsnyje apžvelgiama rajoninės reikšmės kelių tinklo sudėtis Lietuvoje, kelių su žvyro danga atnaujinimo projektuose taikomi projektinis greitis, leistinas greitis, praktinės problemos taikant kelio trasos geometrinius parametrus pagal Lietuvoje galiojančius normatyvinius dokumentus, nuodugniau nagrinėjami horizontaliųjų kreivių parinkimo metodai, taikomi Lietuvoje ir kitose šalyse. Atlikti lyginamieji pradiniai horizontaliųjų kreivių skaičiavimai, taikant skirtingus šoninės trinties koeficientus. Atliktas apibendrinimas ir suformuluoti teiginiai diskusijai.


Reikšminiai žodžiai: horizontaliosios kreivės, projektinis greitis, transporto srauto greitis.

Keyword : horizontal curves, design speed, operating speed

How to Cite
Šeporaitis, M., & Vorobjovas, V. (2019). Influence of road alignment horizontal curve on transport flow operating speed. Mokslas – Lietuvos Ateitis / Science – Future of Lithuania, 11. https://doi.org/10.3846/mla.2019.10590
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Oct 11, 2019
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References

American Association of State Highway and Transportation Officials. (2011). A policy on geometric design of highways and streets (6th ed.). Retrieved from https://nacto.org/wp­content/uploads/2015/04/GDHS­6_ToC.pdf

Camacho-­Torregrosa, F. J., Pérez-­Zuriaga, A. M., Campoy-­Ungría, J. M., & García-­García, A. (2013). New geometric design consistency model based on operating speed profiles for road safety evaluation. Accident Analysis and Prevention, 61, 33­42. https://doi.org/10.1016/j.aap.2012.10.001

Do, M. T., Tang, Z., Kane, M., & de Larrard, F. (2009). Evolution of road­surface skid­resistance and texture due to polishing. Wear, 266(5­6), 574­577. https://doi.org/10.1016/j.wear.2008.04.060

Donnell, E., Wood, J., Himes, S., & Torbic, D. (2016). Use of side friction in horizontal curve design: a margin of safety assessment. Transportation Research Record: Journal of the Transportation Research Board, 2588(1), 61­70. https://doi.org/10.3141/2588­07

Fitzpatrick, K., Carlson, P., Brewer, M. A., Wooldridge, M. D., & Miaou, S. P. (2005). National cooperative highway research program report 504 design speed, operating speed and posted speed practices. Transportation Research Board of the National Academies, Washington, DC.

Gaca, S., & Kiec, M. (2016). Speed management for local and regional rural roads. Transportation Research Procedia, 14, 4170­4179. https://doi.org/10.1016/j.trpro.2016.05.388

Gibreel, G. M., Easa, S. M., Hassan, Y., & El­-Dimeery, I. A. (1999). State of the art of highway geometric design consistency. Journal of Transportation Engineering, 125(4), 305­313. https://doi.org/10.1061/(ASCE)0733­947X(1999)125:4(305)

Gintalas, V. (2010). Projektinių sprendinių kokybės gerinimo galimybės žvyrkelių rekonstrukcijos projektuose (Doctoral dissertation, Vilnius Gediminas Technical University). Prieiga per internetą: https://vb.vgtu.lt/object/elaba:2066661/

Koornstra, M., Lynam, D., & Nilsson, G. (2002). SUNflower: a comparative study of the development of road. Leidschendam: SWOV Institute for Road Safety Research.

Lamm, R., Choueiri, E. M., & Mailaender, T. (1991). Side friction demand versus side friction assumed for curve design on two­lane rural highways. Transportation Research Record, (1303), 11­21.

Lamm, R., Choueriri, E. M., & Mailaender, T. (1992). Traffic Safety on two continents − a ten­year analysis of human and vehicular involments. In Proceedings 5HRP (pp. 18­20), Goutenberg, Sweden.

Lemke, K. (2011, March). Design guidelines for rural roads in Germany − current situation rural: design guidelines in Germany (pp. 29­30). Retrieved from https://nmfv.dk/wp­con­tent/uploads/2012/06/R_D_Germany_2011.pdf

Li, P., & He, J. (2016). Geometric design safety estimation based on tire­road side friction. Transportation Research Part C: Emerging Technologies, 63, 114­125. https://doi.org/10.1016/j.trc.2015.12.009

Lietuvos Respublikos aplinkos ministerija. (2008). Kelių techninis reglamentas KTR 1.01:2008 „Automobilių keliai“. Vilnius.

Lippold, C., Lemke, K., Jaehrig, T., & Stöckert, R. (2015). Country report Germany “The new generation of design guidelines for roads and motorways in Germany”. In International Symposium on Highway Geometric Design (pp. 1­23). Retrieved from https://static1.squarespace.com/static/51cc8d46e4b0b242fc­8d0f33/t/55c4f627e4b0852b09fa899a/1438971431239/172.+­Germany+Country+Report.pdf

Llopis­-Castelló, D., Camacho-­Torregrosa, F. J., & García, A. (2018, May). Calibration of the inertial consistency index to assess road safety on horizontal curves of two­lane rural roads. Accident Analysis and Prevention, 118, 1­10. https://doi.org/10.1016/j.aap.2018.05.014

Manual, A. R. S., & Decision­makers, F. O. R. (2006). Speed management. https://doi.org/10.1787/9789282103784­en

Nilsson, G. (2004). Traffic safety dimensions and the power model to describe the effect of speed on safety. In Bulletin − Lunds Tekniska Högskola, Inst för Teknik och Samhälle, Lunds Universitet (Vol. 121). Traffic Engineering.

Palšaitis, E. ir Vidugiris, L. (1999). Automobilių kelių projektavimas: teorija ir praktika (pp. 144­193). Vilnius.

Roos, R., Zimmermann, M., & von Loeben, W. (2005). Mögliche Bremsverzögerung in Abhängigkeit von der Straßengriffigkeit (Maximum decelerations depending on road skid resistance). Federal Highway Research Institute (BASt).

Salusjarvi, M. (1981). The speed limit experiments on public roads in Finland. VTT Technical Research Centre of Finland.

Steinauer, E. A. (2002). Griffigkeit von Fahrbahnoberflächen (Skid resistance of road surfaces). Series “Forschung Strassenbau und Strassenverkehrstechnik”, 841, part 3.

Vorobjovas, V. (2011). Mažo eismo intensyvumo kelių funkcinės paskirties užtikrinimas važiavimo sąlygoms gerinti (Doctoral dissertation, Vilnius Gediminas Technical University). Prieiga per internetą: file:///C:/Users/33167/Downloads/1977956.pdf