A procedure was developed for using Surrogate Safety Assessment Model (SSAM) and VISSIM for safety assessment at freeway merge areas. The simulated conflicts generated by the VISSIM simulation models and identified by the SSAM approach to those measured in the field using traditional traffic conflicts techniques. Of particular interest was to identify if the consistency between the simulated and the field‐measured traffic conflicts could be improved by calibrating the VISSIM simulation models and adjusting the threshold values in SSAM. A two‐stage procedure was proposed to calibrate and validate the VISSIM simulation models. The transferability of the calibrated simulation models was also tested. It was found that the two‐stage calibration procedure reduced the mean absolute prevent error (MAPE) for total conflicts from 78.1 to 33.4%. More specifically, the MAPE value was reduced from 76.6 to 33.5% for the rear‐end conflicts, and from 79.5 to 35.8% for the lane‐change conflicts. Linear regression models and the Spearman rank correlation coefficient were also developed to study the relationship between the simulated and the observed conflicts. Data analysis results showed that there was a reasonable consistency between the simulated and the observed conflicts.
Using VISSIM simulation model and Surrogate Safety Assessment Model for estimating field measured traffic conflicts at freeway merge areas
IET Intelligent Transport Systems ; 7 , 1 ; 68-77
01.03.2013
10 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
field measured traffic conflict estimation , data analysis , rear‐end conflicts , traffic conflicts techniques , surrogate safety assessment model , regression analysis , MAPE , two‐stage calibration procedure , road safety , freeway merge areas , lane‐change conflicts , road traffic , VISSIM simulation model , linear regression models , Spearman rank correlation coefficient , digital simulation , traffic engineering computing , goodness‐of‐fit , SSAM approach , mean absolute prevent error
Congested Freeway Microsimulation Model Using VISSIM
Transportation Research Record | 2004
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