Studies to Improve Temporary Traffic Control at Urban Freeway Interchanges and Pavement Marking Material Selection in Work Zones

This report describes the methodology and results of analyses performed to develop guidelines on (1) how to improve temporary traffic control at work zones in and near urban freeway interchanges, and (2) selecting appropriate pavement marking materials in work zones. Laboratory studies conducted using laptop computers and the Texas Transportation Institute (TTI) Driving Simulator indicate that continuing to use guide signs that no longer align directly over travel lanes (as often occurs during interchange reconstruction or widening) will degrade drivers’ abilities to properly choose lanes and negotiate through the interchange area. The use of temporary work zone diagrammatic signing and/or pavement marking symbols to denote route destinations for the various lanes will help offset this degradation. Other findings from the laboratory studies are discussed in the report. Monte Carlo simulation was used to model the interrelationships and variability of estimates of pavement marking material service life, project phase duration for which the marking is intended to provide service, and cost of the marking material in determining which pavement marking material would provide the lowest total expected cost for a particular work zone roadway condition. Matrices were generated of recommended pavement marking materials as a function of expected project phase duration and Annual Average Daily Traffic (AADT). Additional matrices provided allow practitioners to adopt more liberal or conservative assumptions of the input variables when selecting a marking material.

[1]  W D McFarland,et al.  Construction contract time determination , 1992 .

[2]  T. Schnell,et al.  Minimum In-Service Retroreflectivity of Pavement Markings , 2000 .

[3]  H D Robertson,et al.  A USERS' GUIDE TO POSITIVE GUIDANCE , 1977 .

[4]  Johnny R. Graham,et al.  Pavement Marking Retroreflectivity Requirements for Older Drivers , 1996 .

[5]  J J Henry,et al.  SERVICE LIFE AND COST OF PAVEMENT MARKING MATERIALS. VOLUME I: TECHNICAL REPORT AND VOLUME II: APPENDICES , 1990 .

[6]  H L Woltman,et al.  MINIMUM RETROREFLECTANCE FOR NIGHTTIME VISIBILITY OF PAVEMENT MARKINGS , 1986 .

[7]  Richard A. Beck,et al.  Public Perception of Pavement-Marking Brightness , 2000 .

[8]  Geni Bahar,et al.  SAFETY EVALUATION OF PERMANENT RAISED PAVEMENT MARKERS , 2004 .

[9]  T. Schnell,et al.  Visibility of Road Markings as a Function of Age, Retroreflectivity Under Low-Beam and High-Beam Illumination at Night , 1999 .

[10]  Beverly G Knapp,et al.  Human factors considerations in arrow-board design and operation , 1979 .

[11]  Young-Ki Huh,et al.  Development of Improved Information for Estimating Construction Time , 2004 .

[12]  Conrad L Dudek,et al.  TRAFFIC CONTROL FOR SHORT-DURATION MAINTENANCE OPERATIONS ON FOUR-LANE DIVIDED HIGHWAYS , 1989 .

[13]  W R Stockton,et al.  TECHNIQUES FOR MANUALLY ESTIMATING ROAD USER COSTS ASSOCIATED WITH CONSTRUCTION PROJECTS , 1999 .

[14]  L K Staplin,et al.  Noticeability requirements for delineation on nonilluminated highways , 1988 .

[15]  R S Hostetter,et al.  DETERMINATION OF DRIVER NEEDS IN WORK ZONES , 1982 .

[16]  Gregory F. Jacobs,et al.  DETECTABILITY OF PAVEMENT MARKINGS UNDER STATIONARY AND DYNAMIC CONDITIONS AS A FUNCTION OF RETROREFLECTIVE BRIGHTNESS , 1995 .

[17]  L. King,et al.  EVALUATION OF PAVEMENT MARKING MATERIALS FOR WET NIGHT CONDITIONS. FINAL REPORT , 1989 .

[18]  Neville A Parker,et al.  Evaluation of Performance of Permanent Pavement Markings , 2003 .

[19]  Jay K. Lindly,et al.  Evaluation of Profiled Pavement Markings , 2003 .

[20]  Jaime Leigh Helmuth Visual complexity in highway work zones: an exploratory study , 2002 .

[21]  V. Barnett,et al.  Applied Linear Statistical Models , 1975 .

[22]  H Lunenfeld,et al.  POSITIVE GUIDANCE IN TRAFFIC CONTROL , 1975 .

[23]  L Ellis King,et al.  RETROREFLECTIVITY REQUIREMENTS FOR PAVEMENT MARKINGS , 1991 .

[24]  Hugh W McGee,et al.  VISIBILITY REQUIREMENTS FOR TRAFFIC CONTROL DEVICES IN WORK ZONES. ABRIDGMENT , 1979 .