Artificial Neural Network Model for Estimating Temporal and Spatial Freeway Work Zone Delay Using Probe-Vehicle Data

Highway lane closures due to road reconstruction and the resulting work zones have been a major source of nonrecurring congestion on freeways. It is extremely important to calculate the safety and cost impacts of work zones: the use of new technologies that track drivers and vehicles make that possible. A multilayer feed-forward artificial neural network (ANN) model is developed in this paper to estimate work zone delay by using the probe-vehicle data. The probe data include the travel speeds under normal and work zone conditions. Unlike previous models, the proposed model estimates temporal and spatial delays, which are applied to a real world case study in New Jersey. The work zone data (i.e., starting time, duration, length, and number of closed lanes) were collected on New Jersey freeways in 2014 together with actual probe-vehicle speeds. A comparative analysis was conducted; the results indicate that the ANN model outperforms the traditional deterministic queuing model in terms of the accuracy in estimating travel delays. The ANN model can be used to calculate contractor penalty in terms of cost overruns as well as incentivize a reward schedule in case of early work competition. The model can assist work zone planners in designing optimal start and end time of work zone as function of time of day. In assessing the performance of work zones, the model can assist transportation engineers to better develop and evaluate traffic mitigation and management plans.

[1]  Jess Thompson,et al.  Toolbox , 1994, IEEE Softw..

[2]  P. I. Richards Shock Waves on the Highway , 1956 .

[3]  Patrick T McCoy,et al.  OPTIMUM LENGTH OF TWO-LANE TWO-WAY NO-PASSING TRAFFIC OPERATION IN CONSTRUCTION AND MAINTENANCE ZONES ON RURAL FOUR-LANE DIVIDED HIGHWAYS , 1980 .

[4]  Conrad L Dudek,et al.  QUEUE AND USER COST EVALUATION OF WORK ZONES (QUEWZ) , 1984 .

[5]  Bo Du,et al.  Short-term Freeway Work Zone Capacity Estimation Using Support Vector Machine Incorporated with Probe-vehicle Data , 2015 .

[6]  Stephen H Richards,et al.  TRAFFIC CAPACITY THROUGH URBAN FREEWAY WORK ZONES IN TEXAS , 1982 .

[7]  Hojjat Adeli,et al.  Neural Network-Wavelet Microsimulation Model for Delay and Queue Length Estimation at Freeway Work Zones , 2006 .

[8]  J. G. Wardrop,et al.  Some Theoretical Aspects of Road Traffic Research , 1952 .

[9]  Qiang Meng,et al.  Estimating capacity and traffic delay in work zones: an overview , 2013 .

[10]  Hojjat Adeli,et al.  RADIAL BASIS FUNCTION NEURAL NETWORK FOR WORK ZONE CAPACITY AND QUEUE ESTIMATION , 2003 .

[11]  Praveen Edara,et al.  ESTIMATION OF TRAFFIC MOBILITY IMPACTS AT WORK ZONES: STATE OF THE PRACTICE , 2007 .

[12]  M J Lighthill,et al.  On kinematic waves II. A theory of traffic flow on long crowded roads , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[13]  Hani S. Mahmassani,et al.  Work Zone Performance Measurement Using Probe Data , 2013 .

[14]  Bohdan T. Kulakowski,et al.  Artificial Neural Network Speed Profile Model for Construction Work Zones on High-Speed Highways , 2007 .

[15]  Steven I-Jy Chien,et al.  Feasibility of shoulder use for highway work zone optimization , 2014 .

[16]  Michael Johnson,et al.  Work Zone Design and Operation Enhancements , 2010 .

[17]  Steven I-Jy Chien,et al.  Scheduling Work Zones for Highway Maintenance Projects , 2008 .

[18]  Hao Chen,et al.  Agent-Based Modeling Approach to Predict Experienced Travel Times , 2014 .

[19]  Hojjat Adeli,et al.  Machine Learning: Neural Networks, Genetic Algorithms, and Fuzzy Systems , 1994 .

[20]  Younshik Chung,et al.  Quantification of Nonrecurrent Congestion Delay Caused by Freeway Accidents and Analysis of Causal Factors , 2011 .

[21]  Hyun Kim,et al.  Quantifying non-recurrent traffic congestion caused by freeway work zones using archived work zone and ITS traffic data , 2012 .

[22]  Praveen Edara,et al.  Calibration of Work Zone Impact Analysis Software for Missouri , 2013 .

[23]  Hesham Rakha,et al.  Dynamic Travel Time Prediction Using Genetic Programming , 2014 .

[24]  Steven I-Jy Chien,et al.  Simulation-based estimates of delays at freeway work zones , 2002 .

[25]  Paul Schonfeld,et al.  Optimal work zone lengths for four-lane highways , 2001 .

[26]  Hojjat Adeli,et al.  Freeway Work Zone Traffic Delay and Cost Optimization Model , 2003 .

[27]  Qiang Meng,et al.  Cellular Automata Model for Work Zone Traffic , 2010 .

[28]  Gerald L Ullman,et al.  A Primer on Work Zone Safety and Mobility Performance Measurement , 2011 .