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Erschienen in: Transportation in Developing Economies 2/2016

01.10.2016 | Original Article

Vehicle Speed Characteristics and Alignment Design Consistency for Mountainous Roads

verfasst von: Suresh Nama, Akhilesh K. Maurya, Avijit Maji, Praveen Edara, Prasanta K. Sahu

Erschienen in: Transportation in Developing Economies | Ausgabe 2/2016

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Abstract

Vehicle drivers continuously make decisions and execute them while driving on a roadway. It requires perception, comprehension and prediction of roadway conditions. Studies show that the decision-making process and driver performance greatly depends on situational awareness. Drivers intend to operate vehicles at safe speed based on the roadway geometric features. These features are characterized by gradient, horizontal curvature, length of curves and tangent sections, superelevation, etc. Perceptive and consistent geometric characteristics of the roadway can ease the decision making burden and thus minimize driver error. So far, majority of the studies on geometric design consistency are conducted on isolated curve sections in plain terrain for traffic with strong lane discipline. The effect of gradient is not significant in these terrains. Further, the driving behavior of traffic with weak lane discipline is not represented in these studies. Hence, the aim of this paper is to study geometric consistency of roadways on mountainous terrain for traffic with weak lane discipline characteristics using existing consistency based safety evaluation methods. Isolated horizontal curves with horizontal curvature, length of curve and gradient are considered for the purpose. Sixteen sites in a mountainous terrain with distinct horizontal alignment and vertical profile features are chosen on a four-lane divided National Highway 40 in India. The obtained results indicate that 79 % and 93 % locations exhibit good level of consistency as per Lamm’s Criteria I and Criteria II, respectively. It is also observed that average vehicle operating speed at most of the locations exceeds the design speed.

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Literatur
1.
Zurück zum Zitat Ng JC, Sayed T (2004) Effect of geometric design consistency on road safety. Can J Civ Eng 31(2):218–227CrossRef Ng JC, Sayed T (2004) Effect of geometric design consistency on road safety. Can J Civ Eng 31(2):218–227CrossRef
2.
Zurück zum Zitat Choi J, Lee J, Lee S (2001) Improvement of highway design consistency evaluation procedure. J East Asia Soc Transp Stud 4(1):365–380 Choi J, Lee J, Lee S (2001) Improvement of highway design consistency evaluation procedure. J East Asia Soc Transp Stud 4(1):365–380
3.
Zurück zum Zitat Polus A, Fitzpatrick K, Fambro DB (2000) Predicting operating speeds on tangent sections of two-lane rural highways. Transp Res Rec J Transp Res Board 1737(1):50–57CrossRef Polus A, Fitzpatrick K, Fambro DB (2000) Predicting operating speeds on tangent sections of two-lane rural highways. Transp Res Rec J Transp Res Board 1737(1):50–57CrossRef
4.
Zurück zum Zitat Jacob A, Anjaneyulu MVLR (2012) Operating speed of different classes of vehicles at horizontal curves on two-lane rural highways. J Transp Eng 139(3):287–294CrossRef Jacob A, Anjaneyulu MVLR (2012) Operating speed of different classes of vehicles at horizontal curves on two-lane rural highways. J Transp Eng 139(3):287–294CrossRef
5.
Zurück zum Zitat Praticò FG, Giunta M (2012) Modeling operating speed of two lane rural roads. Proc Soc Behav Sci 53:664–671CrossRef Praticò FG, Giunta M (2012) Modeling operating speed of two lane rural roads. Proc Soc Behav Sci 53:664–671CrossRef
6.
Zurück zum Zitat Krammes RA (2000) Design speed and operating speed in rural highway alignment design. Transp Res Rec J Transp Res Board 1701(1):68–75CrossRef Krammes RA (2000) Design speed and operating speed in rural highway alignment design. Transp Res Rec J Transp Res Board 1701(1):68–75CrossRef
7.
Zurück zum Zitat Hassan Y, Easa SM (2003) Effect of vertical alignment on driver perception of horizontal curves. J Transp Eng 129(4):399–407CrossRef Hassan Y, Easa SM (2003) Effect of vertical alignment on driver perception of horizontal curves. J Transp Eng 129(4):399–407CrossRef
8.
Zurück zum Zitat Fitzpatrick K et al (2000) Speed prediction for two-lane rural highways, FHWA-RD-99-171. U.S. Department of Transportation, Washington, DC Fitzpatrick K et al (2000) Speed prediction for two-lane rural highways, FHWA-RD-99-171. U.S. Department of Transportation, Washington, DC
9.
Zurück zum Zitat Misaghi P, Hassan Y (2005) Modeling operating speed and speed differential on two-lane rural roads. J Transp Eng 131(6):408–418CrossRef Misaghi P, Hassan Y (2005) Modeling operating speed and speed differential on two-lane rural roads. J Transp Eng 131(6):408–418CrossRef
10.
Zurück zum Zitat Hassan Y, Sarhan M (2011) Modeling operating speed. Transportation research circular, E-C151, Federal Highway Administration, Transportation Research Board, Washington, DC Hassan Y, Sarhan M (2011) Modeling operating speed. Transportation research circular, E-C151, Federal Highway Administration, Transportation Research Board, Washington, DC
11.
Zurück zum Zitat Findley DJ, Hummer JE, Rasdorf W, Zegeer CV, Fowler TJ (2012) Modeling the impact of spatial relationships on horizontal curve safety. Accid Anal Prev 45:296–304CrossRef Findley DJ, Hummer JE, Rasdorf W, Zegeer CV, Fowler TJ (2012) Modeling the impact of spatial relationships on horizontal curve safety. Accid Anal Prev 45:296–304CrossRef
12.
Zurück zum Zitat Poe CM, Tarris JP, Mason JM Jr (1996) Relationship of operating speed to roadway geometric design speed. Report No. FHWA-RD-96-024. Federal Highway Administration, U.S. Department of Transportation, Washington, D.C Poe CM, Tarris JP, Mason JM Jr (1996) Relationship of operating speed to roadway geometric design speed. Report No. FHWA-RD-96-024. Federal Highway Administration, U.S. Department of Transportation, Washington, D.C
13.
Zurück zum Zitat Hashim IH, Abdel-Wahed TA (2012) Effect of highway geometric characteristics on capacity loss. J Transp Syst Eng Inf Technol 12(5):65–75 Hashim IH, Abdel-Wahed TA (2012) Effect of highway geometric characteristics on capacity loss. J Transp Syst Eng Inf Technol 12(5):65–75
14.
Zurück zum Zitat Mehar A, Chandra S, Velmurugan S (2013) Speed and acceleration characteristics of different types of vehicles on multi-lane highways. Eur Transp 55:1825–3997 Mehar A, Chandra S, Velmurugan S (2013) Speed and acceleration characteristics of different types of vehicles on multi-lane highways. Eur Transp 55:1825–3997
15.
Zurück zum Zitat Lamm R, Psarianos B, Mailaender T (1999) Highway design and traffic safety engineering handbook. McGraw-Hill Companies, Inc., New York Lamm R, Psarianos B, Mailaender T (1999) Highway design and traffic safety engineering handbook. McGraw-Hill Companies, Inc., New York
16.
Zurück zum Zitat Fitzpatrick K et al (2000) Evaluation of design consistency methods for two-lane rural highways, executive summary, report no. FHWA–RD–99–173. Federal Highways Administration Fitzpatrick K et al (2000) Evaluation of design consistency methods for two-lane rural highways, executive summary, report no. FHWA–RD–99–173. Federal Highways Administration
17.
Zurück zum Zitat Jacob A, Dhanya R, Anjaneyulu MVLR (2013) Geometric design consistency of multiple horizontal curves on two-lane rural highways. Proc Soc Behav Sci 104:1068–1077CrossRef Jacob A, Dhanya R, Anjaneyulu MVLR (2013) Geometric design consistency of multiple horizontal curves on two-lane rural highways. Proc Soc Behav Sci 104:1068–1077CrossRef
18.
Zurück zum Zitat Pérez-Zuriaga AM, Camacho-Torregrosa FJ, García A (2013) Tangent-to-curve transition on two-lane rural roads based on continuous speed profiles. J Transp Eng 139(11):1048–1057CrossRef Pérez-Zuriaga AM, Camacho-Torregrosa FJ, García A (2013) Tangent-to-curve transition on two-lane rural roads based on continuous speed profiles. J Transp Eng 139(11):1048–1057CrossRef
19.
Zurück zum Zitat Camacho-Torregrosa FJ, Pérez-Zuriaga AM, Campoy-Ungría JM, García-García A (2013) New geometric design consistency model based on operating speed profiles for road safety evaluation. Accid Anal Prev 61:33–42CrossRef Camacho-Torregrosa FJ, Pérez-Zuriaga AM, Campoy-Ungría JM, García-García A (2013) New geometric design consistency model based on operating speed profiles for road safety evaluation. Accid Anal Prev 61:33–42CrossRef
20.
Zurück zum Zitat Indian Roads Congress (1980) IRC: 73-1980, geometric design standards for rural (non-urban) highways. The Indian Roads Congress, New Delhi Indian Roads Congress (1980) IRC: 73-1980, geometric design standards for rural (non-urban) highways. The Indian Roads Congress, New Delhi
21.
Zurück zum Zitat Hou Y, Sun C, Edara P (2012) A statistical test for 85th and 15th percentile speeds using the asymptotic distribution of sample quantiles. Transp Res Rec J Transp Res Board 2279:47–53CrossRef Hou Y, Sun C, Edara P (2012) A statistical test for 85th and 15th percentile speeds using the asymptotic distribution of sample quantiles. Transp Res Rec J Transp Res Board 2279:47–53CrossRef
Metadaten
Titel
Vehicle Speed Characteristics and Alignment Design Consistency for Mountainous Roads
verfasst von
Suresh Nama
Akhilesh K. Maurya
Avijit Maji
Praveen Edara
Prasanta K. Sahu
Publikationsdatum
01.10.2016
Verlag
Springer International Publishing
Erschienen in
Transportation in Developing Economies / Ausgabe 2/2016
Print ISSN: 2199-9287
Elektronische ISSN: 2199-9295
DOI
https://doi.org/10.1007/s40890-016-0028-3

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