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Providing an appropriate length of highway entrance ramps is an important feature that should be considered in freeway design. The recommended minimum acceleration lane length in the Green Book of the American Association of State Highway and Transportation Officials (AASHTO) is currently used for designing entrance ramp terminals. However, in some cases, traffic congestion and crashes are observed when heavy trucks enter freeways, which indicates they could not accelerate enough and did not reach the merge speed at the end of the acceleration lane. Therefore, several scenarios were simulated using a dynamic simulation model (TruckSim) for heavy vehicles with weight to power ratios of 61, 67, 86, and 108 (kg/kW) and grades of zero, ±3, and ±5%. Subsequently, a linear regression model was presented to calculate acceleration lane lengths. The results showed that the acceleration rate of heavy vehicles is not adequate, especially in upgrades. For example, at +5% upgrades, heavy trucks cannot accelerate to the merge speed mentioned in the AASHTO. Conversely, the acceleration rate of heavy vehicles increased in downgrades; therefore, some heavy vehicles were able to achieve merge speed along the proposed length of AASHTO.
Czasopismo
Rocznik
Tom
Strony
85--100
Opis fizyczny
Bibliogr. 16 poz.
Twórcy
autor
- MSc, Faculty of Technical and Engineering, Imam Khomeini International University, Qazvin, Iran, 3414916818
autor
- Prof, Faculty of Technical and Engineering, Imam Khomeini International University, Qazvin, Iran, 3414916818
autor
- PhD, Faculty of Technical and Engineering, Imam Khomeini International University, Qazvin, Iran, 3414916818
autor
- Associate Prof.; Faculty of Science, Imam Khomeini International University, Qazvin, Iran, 3414916818
Bibliografia
- [1] AASHTO (American Association of State Highway and Transportation Officials). (2018). A Policy on Geometric Design of Highways and Streets., Washington, D.C.
- [2] Michaels, R. M., & Fazio, J. (1989). Driver behavior model of merging. Transportation Research Record, 1213, 4–10.
- [3] Torbic, D. J., Hutton, J. M., Bokenkroger, C. D., Harwood, D. W., Gilmore, D. K., Knoshaug, M. M., ... & Stanley, J. (2012). NCHRP Report 730: Design Guidance for Freeway Mainline Ramp Terminals. National Cooperative Highway Research Program, Transportation Research Board.
- [4] American Association of State Highways and Transportation Officials. (2010). Highway Safety Manual (1st ed.). Washington, DC: Transportation Research Board of the National Academies.
- [5] Mannering, F., Kilareski, W., & Washburn, S. (2007). Principles of highway engineering and traffic analysis. John Wiley & Sons.
- [6] Drew, D.R. (1968). Traffic Flow Theory and Control. McGraw-Hill.
- [7] Rakha, H., Lucic, I., Demarchi, S. H., Setti, J. R., & Aerde, M. V. (2001). Vehicle dynamics model for predicting maximum truck acceleration levels. Journal of transportation engineering, 127(5), 418–425.
- [8] Rakha, H., Snare, M., & Dion, F. (2004). Vehicle dynamics model for estimating maximum light-duty vehicle acceleration levels. Transportation Research Record, 1883(1), 40–49.
- [9] Hassan, Y., Sayed, T. A., & Ahammed, A. M. (2006). Effect of geometry of entrance terminals on freeway merging behavior (No. 06-1946).
- [10] Harwood, D. W. (2003). Review of truck characteristics as factors in roadway design (Vol. 505). Transportation Research Board.
- [11] Fitzpatrick, K., & Zimmerman, K. (2007). Potential changes to 2004 Green Book’s adjustment factors for entrance and exit terminals. Transportation research record, 2023(1), 1–9.
- [12] Yang, G. (2017). Acceleration Characteristics Study and Acceleration Lane Length Design for Metered Ramps (Doctoral dissertation).
- [13] Twomey, J. M., Heckman, M. L., Hayward, J. C., & Zuk, R. J. (1993). Accidents and safety associated with interchanges. Transportation Research Record.
- [14] Ervin, R., M. Barnes, C. MacAdam, and R. Scott. (1986). Impact of Specifc Geometric Features on Truck Operations and Safety at Interchanges, Report No. FHWA/RD-86/057, Federal Highway Administration, August.
- [15] Stine, J. S., Hamblin, B. C., Brennan, S. N., & Donnell, E. T. (2010). Analyzing the influence of median cross-section design on highway safety using vehicle dynamics simulations. Accident Analysis & Prevention, 42(6), 1769–1777.
- [16] Qu G, He Y, Sun X and Tian J. (2018). Modeling of lateral stability of tractor-semitrailer on combined alignments of freeway. Discrete Dynamics in Nature and Society 2018, article 8438921.
Typ dokumentu
Bibliografia
Identyfikator YADDA
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