2007
DOI: 10.1111/j.1467-8667.2007.00491.x
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Incorporating Uncertainty into the Estimation of the Passing Sight Distance Requirements

Abstract: Passing sight distance (PSD) is provided to ensure the safety of passing maneuvers on two lane two way roads. Many random variables determine the minimum length required for a safe passing maneuver. Current PSD design practices replace these random variables by single-value means in the calculation process, disregarding their inherent variations, which results in a single-value PSD design criteria. The main objective of the article is to derive a PSD distribution that accounts for the variations in the contrib… Show more

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Cited by 26 publications
(26 citation statements)
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“…On the highway, drivers must observe the speed restrictions; however, there are still a few overspeeding vehicles and low speed vehicles. Khoury et al in [19] used the FHWA(Federal Highway Administration) Highway Statistics 2002, and applied the MonteCarlo simulation model as well as a closed form analytical estimation model to demonstrate that the vehicle speed on the highways fit into a truncated Gaussian distribution. Thus, the probability that A enters the O's virtual cell in test time T is denoted as P (l − R < (v − v 0 )T |v), and can be expressed as:…”
Section: Discussionmentioning
confidence: 99%
“…On the highway, drivers must observe the speed restrictions; however, there are still a few overspeeding vehicles and low speed vehicles. Khoury et al in [19] used the FHWA(Federal Highway Administration) Highway Statistics 2002, and applied the MonteCarlo simulation model as well as a closed form analytical estimation model to demonstrate that the vehicle speed on the highways fit into a truncated Gaussian distribution. Thus, the probability that A enters the O's virtual cell in test time T is denoted as P (l − R < (v − v 0 )T |v), and can be expressed as:…”
Section: Discussionmentioning
confidence: 99%
“…Various applications related to geometric design and traffic operations [20][21][22][23][24][25][26][27][28][29][30][31][32][33][34] are found in Table A1. The applications rely mostly on the geometric design guides by AASHTO [35] and the Transportation Association of Canada (TAC) [36].…”
Section: Highway Transportationmentioning
confidence: 99%
“…El-Khoury and Hobeika [23] applied MC simulation to estimate the uncertainty level contained in passing sight distance (PSD) requirements on straight roadway segments. A reliability-based design method was developed to estimate the uncertainty of the three-dimensional (3D) SD boundaries on horizontal alignments that overlap with flat grades, crest curves, and sag curves [24].…”
Section: Highway Transportationmentioning
confidence: 99%
“…However, the reliability of proposed model and AASHTO model was needed to assess to decide which model is safer under actual demand. Following safety index method in equation 13 was introduced by Cornell in 1969, to compare network reliability under actual demand distribution (Khoury and Hobeika, 2007). Table 4 shows calculated indices for two models and actual demand.…”
Section: Safety Index ( )mentioning
confidence: 99%