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Publication Number: FHWA-RD-97-074
Date: 1997

Minimum Sign Retroreflective Guidelines (Summary Report)

 

INTRODUCTION

Traffic Safety Research Program logo

Highway statistics reveal a nighttime accident rate that is more than three times the daytime rate. While factors such as intoxication and fatigue are partly responsible for this disparity, reduced visibility also plays a major role.

Retroreflective traffic control devices are designed to help offset the lack of visual cues in the nighttime driving environment. Currently, the Manual on Uniform Traffic Control Devices (MUTCD) (1) requires that signs be retroreflectorized, but no minimum in-service values are given for the level of retroreflectivity. Due to the degradation of retroreflective materials over the course of years, it is important to have a basis for knowing when to replace signs.

In the late 1980's, the Federal Highway Administration (FHWA) designated in-service retroreflectivity as the subject of a High-Priority National Program Area. The main goal of this program was to define the minimum nighttime visibility requirements for traffic control devices. The program also aimed to develop the measurement devices and computer management tools necessary to effectively implement the requirements.

A two-phased approach was taken in defining minimum retroreflectivity values for signs. On the one hand, human factors work was needed to determine drivers' needs for sign luminance for various signs and scenarios. On the other hand, analyses were needed to evaluate the likely economic implications of setting replacement values at various levels, as well as recognition of the practical requirements for implementation.

From a practical perspective, it was desirable to keep the number of required values to a minimum, e.g., to have a single value for each sign color. However, the human factors requirements for sign retroreflectivity is a highly complex problem, with numerous contributing factors. The solution to this question will depend on attributes of the sign (e.g., size, placement, sheeting material type, legend type, and color); roadway (e.g., posted speed, number of lanes); vehicle (e.g., headlight-beam patterns, headlight height); and driver (e.g., age, visual and cognitive capabilities). Consideration of all of these factors would result in minimum retroreflectivity levels for more than 500 different cases. This would obviously not be an acceptable solution.

A review of the literature found numerous studies addressing the problem; however, there was a lack of consistency in assumptions and methodologies that made it difficult to reconcile these studies with each other. Instead, FHWA chose to develop a model that would predict needed retroreflectivity on a case-by-case basis, considering all critical determining factors. Output from this model could then provide the basis for a simplified framework.

Computerized Analysis of Retroreflective Traffic Sign (CARTS) Model (2)

A three-stage model known as CARTS was developed. The CARTS model allows the user to vary numerous parameters, including type, size, and location of the sign; headlamp design and driver position; age and visual characteristics of the driver; roadway design; and traffic.

As a first stage, the CARTS model calculates the Minimum Required Visibility Distance (MRVD). The MRVD is the shortest distance at which a sign must be visible to enable the driver to respond safely and appropriately. Determination of the MRVD is based on a serial processing model, with components for the distance required for a driver to: (1) detect the presence of a sign, (2) recognize the message, (3) decide on a proper action (if necessary), and (4) make the appropriate rnaneuver (if necessary) prior to the sign moving out of the driver's vision.

After calculating the required MRVD for a selected sign, the model next determines the sign luminance required at the MRVD. This step makes use of a visibility model, DETECT, based on contrast threshold data. DETECT was designed to predict the distance at which a driver can detect and recognize a specified sign at a given luminance. For use in CARTS, the model was modified to predict the luminance needed for the driver to see the sign at a given distance. Finally, the CARTS model converts the needed sign luminance to an equivalent retroreflectivity value at a standard measurement geometry. (This stage takes into account the characteristics of the sheeting material type and headlight-beam pattern, and does not involve human factors considerations.)

Framework for Minimum Retroreflectivity Values (2)

The researchers used outputs from the CARTS model to identify the critical variables affecting sign retroreflectivity and to provide insight into the levels of retroreflectivity that are required for meeting drivers' needs. Minimum retroreflectivity requirement tables were designed to provide a framework for field implementation of the requirements, with separate tables for regulatory, warning, and guide signs. The researchers estimated that the values shown in these tables would accommodate at least 75 to 85 percent of drivers.

Proposed Minimum Sign Retroreflectivity Guidelines (2)

The proposed minimum sign retroreflectivity guideline values developed from the research are presented in tables 1 through 5.

 

Table 1. Minimum retroreflectivity guidelines for warning signs with yellow/orange background and black legend.

  Sign Size ≥122 cm
(48 in)
91 cm
(36 in)
≤122 cm
(30 in)
Legend Material Type      
Bold Symbol
(see list)
All 15 20 25
Fine Symbol
and Word
I 20 30 35
II 25 35 45
III 30 45 55
IV & V 40 60 70

 


 

Table 2. Minimum retroreflectivity guidelines for white legend on red background.

Traffic
Speed
72 km/h (45 m/h)
or greater
64 km/h (40 m/h)
or less
Sign Size ≤122 cm
(48 in)
91 cm
(36 in)
≥76 cm
(30 in)
≤122 cm
(48 in)
91 cm
(36 in)
≥76 cm
(30 in)
Color W    R W    R W    R W    R W    R W    R
All Signs 35    8 45    8 50    8 25    5 30    5 35    5

 


 

Table 3. Minimum retroreflectivity guidelines for black or black-and-red on white background regulatory signs.

Traffic
Speed
72 km/h (45 m/h)
or greater
64 km/h (40 m/h)
or less
Sign Size ≥122 cm
(48 in)
76-91 cm
(30-36 in)
≤61 cm
(24 in)
≥122 cm
(48 in)
76-91 cm
(30-36 in)
≤61 cm
(24 in)
Material
I 25 35 45 20 25 30
II 30 45 55 25 30 35
III 40 55 70 30 40 45
IV & V 50 70 90 40 50 60

 


 

Table 4. Minimum retroreflectivity guidelines for guide signs with white legends on green backgrounds.

Traffic
Speed
72 km/h (45 m/h)
or greater
64 km/h (40 m/h)
or less
Color White Green White Green
Ground-Mounted 35 7 25 5
Note: All table values are in cd/lx/m2. Since both the legend and the background of these signs are retroreflective, a minimum contrast ration of 4:1 should be maintained.

 


 

When both the legend and the background of these signs are retroreflective, a minimum contrast ratio of 4:1 should be maintained.

Table 5. Warning signs with bold symbols.

MUTCD
Code
Sign Type
W1-1 Turn
W1-2 Curve
W1-3 Reverse Turn
W1-4 Reverse Curve
W1-5 Winding Road
W1-6 large Arrow
W1-7 Double Arrowheads
W1-8 Chevron
W2-1 Cross Road
W2-2 Side Road
W2-4 T Intersection
W2-5 Y Intersection
W3-1a Stop Ahead
W3-2a Yield Ahead
W3-3 Signal Ahead
W4-1 Merge
W4-2 Lane Reduction
W4-3 Added Lane
W6-1 Divided Highway Begins
W6-2 Divided Highway Ends
W6-3 Two-Way Traffic
W8-5 Slippery When Wet
W11-2 Advanced Pedestrian Crossing
W11A-2 Pedestrian Crossing
W20-7a Flagger Ahead

 

FHWA Evaluation Study (3)

A laboratory study was conducted to more fully evaluate the levels of driver accommodation provided by the proposed tables. This study measured luminance thresholds for recognition of a set of 25 representative traffic signs, for approximately 100 subjects, ages 20 to 85. Signs were scaled to half-size and were tested in static mode at viewing distances corresponding to the MRVD's for 89 km/h (55 mi/h) and 48 km/h (30 mi/h).

For each trial, subjects viewed a sign for 1 second and were asked to describe the sign message. If the subject responded incorrectly, the sign was retested in a later trial at the next highest luminance. This procedure was repeated for each sign and subject until either threshold was reached or the subject failed to recognize the sign at the highest luminance available. As a first step in analyzing the data, a scatter plot was generated for each sign. Figures 1 and 2 illustrate some of the typical features of these scatter plots. The square data points represent data for each subject. Data for the text warning sign "Right Lane Ends" are shown in figure 1. It can be seen that, in general, older subjects require higher luminance than younger subjects in order to recognize the sign. Also, variability in the data tended to increase with subject age. These patterns were typical of the text warning signs tested. Figure 2 shows data for the right curve sign, which is typical of the bold symbol warning signs. By comparison with the text signs, even older subjects were able to recognize this bold stroke symbol sign at quite low luminance levels. On each scatter plot, the diamond-shaped data points are values predicted by the CARTS model. It can be seen that the experimental data fall well below the CARTS predicted values. This is due, in part, to the simple nature of the experimental task, with the subject sitting quietly with all attention focused on the task, as compared with the attentional demands of the real-world driving task. Each graph also contains a horizontal line indicating the luminance value supplied by the candidate minimum retroreflectivity level recommended by the researchers. For each plot, almost all the subject data fall below this line, indicating that most of the subjects tested would be accommodated by the minimum retroreflectivity values. A second level of analysis was necessary to estimate the percent accommodated for the driving population at large, since older drivers were deliberately oversampled in the test sample. In order to develop an unbiased estimate, hypothetical data for each age group were generated by randomly sampling data from a normal distribution having the same mean and standard deviation as the corresponding subject age group. This was done for each sign tested. These values were compared against luminance values equivalent to the candidate retroreflectivity values. Results indicated that the recommended values would accommodate at least 90 percent of the drivers for all but three signs tested. (See tables 6 and 7.)

 

Table 6. Estimated percentage of drivers accomodated -- warning signs.

Curve 99
Intersection 100
Merge 100
Narrow Bridge 89
Slippery When Wet 99
Right Lane Ends 89
Bicycle 96
Pedestrian 99
Deer 100
Exit 25 mph 92
Flagger 100
Worker 98
Road Work 1 mile 96

 


 

Table 7. Estimated percentage of drivers accomodated -- regulatory and guide signs.

Stop 96
Yield 94
Speed Limit 97
Reduced Speed Ahead 94
No Right Turn 93
Do Not Pass 91
Keep Right 94
Do Not Enter 87
One Way 94
Route Marker 99
Guide Sign (1 line) 94
Guide Sign (2 lines) 94

 

Field Evaluation of Minimum Retroreflectivity Requirements (4)

To ensure that the candidate values will not require unreasonable levels of sign replacement in the field, the FHWA funded a field evaluation. There were 16 States and 9 local jurisdictions that participated in this effort. The State and local highway agencies used retroreflectometers to measure the retroreflectivity of a representative sample of their signs according to a sampling plan provided by FHWA. Each agency was asked to report their retroreflective measures, an estimate of the number of signs that would have to be replaced under the candidate minimum levels of retroreflectivity, the cost of sign replacement, and ease of use of the hand-held retroreflectometer to collect data. Based on the data collected by the States and local agencies that reflected the conditions in 1994, about 5 percent of the signs under State jurisdiction and 8 percent of the signs under local jurisdiction would not meet the proposed minimum retroreflectivity values and, hence, would need to be replaced. There will probably be a significant variation among the jurisdictions as to the number of signs not meeting the minimum value requirements. This variation will probably be greater among local jurisdictions than among State agencies, as the States had a higher percentage of new signs and higher grade sheeting materials. The total cost nationally of replacing all the signs not meeting the minimum values was estimated to be about $32 million for the State agencies and $144 million for the local agencies. It is not expected that all the signs would be replaced at one time. The sign replacement rates to meet the requirements would not be significantly greater than the normal sign replacement rates. Most agencies replace their signs on an as-needed basis and, hence, many agencies won't feel any additional impact when implementing the minimum sign retroreflectivity guidelines.

Results

Final minimum sign retroreflective values developed from this research were sent from FHWA's Office of Safety and Traffic Operations Research and Development to FHWA's Office of Highway Safety. FHWA's Office of Highway Safety is issuing a proposed rule making in 1997 for minimum sign retroreflectivity guidelines to be put into the MUTCD. FHWA is publishing reports to help highway agencies implement these guidelines.

References

  1. U.S. Department of Transportation. Manual on Uniform Traffic Control Devices, U.S. Government Printing Office, Washington, DC, 1988.

  2. J.F. Paniati and D.J. Mace, Minimum Retroreflectivity Requirements for Traffic Signs, Report No. FHWA-RD-93-077, Federal Highway Administration, Washington, DC, 1993.

  3. Carole J. Simmons and Jeffrey F. Paniati, "Developing Minimum Retroreflectance Values for In-Service Traffic Signs," 1995 Compendium of Technical Papers, Institute of Transportation Engineers, Washington, DC, August 1995.

  4. Hugh W. McGee and Sunil Taori, Impact to State and Local Agencies for Maintaining Traffic Signs Within Minimum Retroreflectivity Guidelines, Report No. FHWA-RD-97-053, Federal Highway Administration, Washington, DC, 1997.

 

FHWA-RD-97-074

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United States Department of Transportation - Federal Highway Administration