TRAFFIC OPERATIONAL IMPACTS OF HIGHER-CONSPICUITY SIGN MATERIALS

Researchers examined the impacts of various higher-conspicuity sign materials on traffic operations and behavior. A total of eight applications of microprismatic materials were evaluated: fluorescent yellow Chevrons, fluorescent yellow Chevron posts, fluorescent yellow Curve signs, fluorescent yellow Ramp Speed signs, fluorescent yellow Stop Ahead signs, fluorescent red Stop signs, flashing red light emitting diodes (LED) Stop signs, and a red border on Speed Limit signs. Researchers installed these signs at locations where it was believed that improving sign conspicuity would provide a statistically significant benefit to safety-related traffic operations. Traffic operations data collected before and after the sign upgrades included vehicle speeds, edge line encroachments, and stopping compliance. Overall, the higher-conspicuity applications produced mostly small changes in traffic operations, although many statistically significant beneficial results occurred. It should be pointed out that no negative driver behavioral impacts were found to be associated with any of the higher-conspicuity sign materials. Based on the findings, the researchers made recommendations pertaining to the application of higher-conspicuity sign materials. Fluorescent yellow Chevrons are recommended for statewide implementation. The other fluorescent yellow signs evaluated in the project are recommended for implementation on an as-needed basis. Microprismatic Stop signs are also recommended for implementation on an as-needed basis. Implementation of the flashing LED Stop sign and red border Speed Limit sign should be limited to an experimental basis, as permission is currently required from the Federal Highway Administration to install these signs. The fluorescent red Stop sign is not commercially available at this time.

[1]  David D Perkins,et al.  EFFECTIVENESS EVALUATION BY USING NONACCIDENT MEASURES OF EFFECTIVENESS (ABRIDGMENT) , 1983 .

[2]  Craig R. Scheffler,et al.  Driver Performance Comparison of Fluorescent Orange to Standard Orange Work Zone Traffic Signs , 1999 .

[3]  H T Thompson,et al.  SURROGATE MEASURES FOR ACCIDENT EXPERIENCE AT RURAL ISOLATED HORIZONTAL CURVES , 1983 .

[4]  R A Krammes,et al.  AN ALTERNATIVE TO POST-MOUNTED DELINEATORS AT HORIZONTAL CURVES ON TWO-LANE HIGHWAYS. FINAL REPORT. REVISED EDITION , 1990 .

[5]  Richard A. Retting,et al.  Use of Pavement Markings to Reduce Excessive Traffic Speeds on Hazardous Curves , 1998 .

[6]  Conrad L Dudek,et al.  FIELD STUDIES OF TEMPORARY PAVEMENT MARKINGS AT OVERLAY PROJECT WORK ZONES ON TWO-LANE, TWO-WAY RURAL HIGHWAYS (WITH DISCUSSION AND CLOSURE) , 1988 .

[7]  Paul H. Wright,et al.  EFFECTS OF CHEVRONS, POST-MOUNTED DELINEATORS, AND RAISED PAVEMENT MARKERS ON DRIVER BEHAVIOR AT ROADWAY CURVES , 1987 .

[8]  Richard W Lyles AN EVALUATION OF SIGNS FOR SIGHT-RESTRICTED RURAL INTERSECTIONS. EXECUTIVE SUMMARY , 1980 .

[9]  Paul H. Wright,et al.  LOW-COST COUNTERMEASURES FOR AMELIORATING RUN-OFF-THE-ROAD CRASHES , 1983 .

[10]  R B Goldblatt EFFECT OF FLASHING BEACONS ON INTERSECTION PERFORMANCE , 1977 .

[11]  J W Hall GUIDELINES FOR THE INSTALLATION OF INTERSECTION BEACONS AND HAZARD IDENTIFICATION BEACONS. FINAL REPORT , 1991 .

[12]  Robert Tibshirani,et al.  An Introduction to the Bootstrap , 1994 .

[13]  Joseph E. Hummer,et al.  FIELD EVALUATION OF FLUORESCENT STRONG YELLOW-GREEN PEDESTRIAN WARNING SIGNS , 1996 .

[14]  K A Krull,et al.  THE EFFECT OF FLUORESCENT YELLOW WARNING SIGNS AT HAZARDOUS LOCATIONS , 2000 .

[15]  H T Thompson,et al.  CANDIDATE ACCIDENT SURROGATES FOR HIGHWAY SAFETY ANALYSIS , 1983 .

[16]  T. Schnell,et al.  Visual Detection and Recognition of Fluorescent Color Targets Versus Nonfluorescent Color Targets as a Function of Peripheral Viewing Angle and Target Size , 1997 .

[17]  Helmut T. Zwahlen,et al.  CONSPICUITY IN TERMS OF PERIPHERAL VISUAL DETECTION AND RECOGNITION OF FLUORESCENT COLOR TARGETS VERSUS NONFLUORESCENT COLOR TARGETS AGAINST DIFFERENT BACKGROUNDS IN DAYTIME , 1994 .

[18]  J I Taylor,et al.  ROADWAY DELINEATION SYSTEMS , 1972 .

[19]  B. Bowerman Statistical Design and Analysis of Experiments, with Applications to Engineering and Science , 1989 .

[20]  Richard W Lyles,et al.  AN EVALUATION OF WARNING AND REGULATORY SIGNS FOR CURVES ON RURAL ROADS , 1980 .

[21]  Susan T. Chrysler,et al.  VISUAL PERFORMANCE OF FLUORESCENT RETROREFLECTIVE TRAFFIC CONTROL DEVICES , 1998 .

[22]  David M. Burns,et al.  DURABLE FLUORESCENT MATERIALS FOR THE WORK ZONE , 1993 .

[23]  Kimberly A. Eccles,et al.  SAFETY EFFECTS OF FLUORESCENT YELLOW WARNING SIGNS AT HAZARDOUS SITES , 2001 .

[24]  Michael J Demetsky,et al.  EVALUATION OF CURVE DELINEATION SIGNS , 1985 .

[25]  Qi Li,et al.  LUMINANCE MEASUREMENTS OF RETROREFLECTIVE WARNING SIGNS AT NIGHT USING THE CAPCALC SYSTEM , 1991 .

[26]  Thomas Schnell,et al.  Legibility Distances of Fluorescent Traffic Signs and Their Normal Color Counterparts , 2001 .