Development of Maximum Weaving Length Model Based on HCM 2016

Weaving segments are among the most important segments in any kind of facility. One of their key features is their maximum length (Lwmax), which determines the performance of the facility as a weav...

[1]  Victor L. Knoop,et al.  Lane distribution of traffic near merging zones influence of variable speed limits , 2010, 13th International IEEE Conference on Intelligent Transportation Systems.

[2]  Michael J. Cassidy,et al.  An Empirical and Theoretical Study of Freeway Weave Bottlenecks , 2008 .

[3]  Othman Che Puan,et al.  Review of evaluating existing capacity of weaving segments , 2010 .

[4]  Panos G Michalopoulos,et al.  Practical Procedure for Calibrating Microscopic Traffic Simulation Models , 2003 .

[5]  Edsel A. Peña,et al.  Global Validation of Linear Model Assumptions , 2006, Journal of the American Statistical Association.

[6]  Frank F Saccomanno,et al.  Proactive freeway crash prevention using real-time traffic control , 2003 .

[7]  Fumitaka Kurauchi,et al.  Special issue on measuring, analysing and evaluating transport network reliability , 2018 .

[8]  Haneen Farah,et al.  Critical Assessment of Methodologies for Operations and Safety Evaluations of Freeway Turbulence , 2016 .

[9]  Mu-Han Wang,et al.  Evaluating the Capacity of Freeway Weaving Sections , 1993 .

[10]  P. Bickel,et al.  Using Residuals Robustly I: Tests for Heteroscedasticity, Nonlinearity , 1975 .

[11]  Wilfred W Recker,et al.  Freeway safety as a function of traffic flow. , 2002, Accident; analysis and prevention.

[12]  Margaret Bell,et al.  A STUDY OF CHARACTERISTICS OF MOTORWAY VEHICLE BREAKDOWN , 2002 .

[13]  T. Breurch,et al.  A simple test for heteroscedasticity and random coefficient variation (econometrica vol 47 , 1979 .

[14]  Lee W. Schruben,et al.  Resampling methods for input modeling , 2001, Proceeding of the 2001 Winter Simulation Conference (Cat. No.01CH37304).

[15]  Roger Koenker,et al.  A note on studentizing a test for heteroscedasticity , 1981 .

[16]  Shane G. Henderson Input model uncertainty: why do we care and what should we do about it? , 2003, Proceedings of the 2003 Winter Simulation Conference, 2003..

[17]  Alexandra Kondyli,et al.  Driver behavior at freeway-ramp merging areas based on instrumented vehicle observations , 2012 .

[18]  Danjue Chen,et al.  Capacity-drop at extended bottlenecks: Merge, diverge, and weave , 2018 .

[19]  Mohamed Abdel-Aty,et al.  An Optimal Variable Speed Limits System to Ameliorate Traffic Safety Risk , 2014 .

[20]  Alexander Skabardonis,et al.  Weaving Analysis, Evaluation and Refinement , 2010 .