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FHWA Safety: First graphic from left courtesy of (http://www.pedbikeimages.org/Dan Burden)

Discussion of Major Issues

This section provides a discussion of each of the five major issues raised by commenters in response to the SNPA, along with FHWA’s analysis and resolution.

(1) Clarification of the compliance period.

Several county associations and many county and local officials requested an extension from 2 to 4 years for the compliance period for the establishment and implementation of a method to maintain sign retroreflectivity, in order to accommodate their programs within their 2-year budget cycles. There were also a few requests to extend the 7 and 10 year compliance periods for the signs themselves.

Considering the comments regarding budget cycles, particularly budget cycles for local agencies, FHWA has extended to 4 years the compliance period for establishing and implementing a sign assessment or management method to maintain minimum levels of sign retroreflectivity. This extended compliance period will allow transportation agencies to make allowances for budgets (including working with the States or regional organizations) to access funds and/or partnerships to achieve the minimum levels of sign retroreflectivity.

The 7 and 10 year compliance dates for minimum levels for sign retroreflectivity will remain 7 years for regulatory, warning, and ground-mounted guide signs and 10 years for street name and overhead guide signs, because these compliance target dates correspond to the normal expected service life of sign sheeting and will allow highway agencies to make the proper accommodations in their efforts to maintain minimum retroreflectivity levels. The 7 and 10 year compliance dates are counted from the effective date of this rule and are not in addition to the 4-year period for establishing the methods.

(2) Resource burdens on public agencies.

While the Minnesota DOT (MNDOT) recognized that the proposed language would impose additional time and resource burdens on public agencies, it did not perceive this rule as an “unmanageable burden.” Several sign manufacturers and some private citizens appreciated the FHWA’s effort to point out that Federal funds are available for up to 100 percent funding of “replacement of signs in this program.” In addition, the American Traffic Safety Services Association (ATSSA), the American Automobile Association (AAA), the American Association of Retired People (AARP), the American Highway Users Alliance (AHUA), and several private citizens agree that the benefits from this rulemaking will outweigh the costs that agencies may experience. However, AASHTO, NACE, and several State and local DOTs believe that the requirements, as proposed in the SNPA, are an unfunded mandate with serious financial implications to their agencies.

The FHWA conducted a study to determine if unfunded mandates, as defined by the Unfunded Mandates Reform Act of 1995 (Pub. L. 104-4, 109 Stat. 48, March 22, 1995), would be imposed by including requirements in the MUTCD for minimum maintained traffic sign retroreflectivity levels.2 Based on the analysis, this rulemaking effort does not impose an unfunded mandate. Additionally, because Federal-aid highway dollars are often provided to States to use for these types of sign replacements, this requirement does not rise to the level of an unfunded mandate.

One commenter reviewed the FHWA’s report "Maintaining Traffic Sign Retroreflectivity: Impacts on State and Local Agencies (DRAFT)" (1994 - 15149-06), and suggested that perhaps there was a mathematical error in that report that would mean that the costs incurred by agencies when replacing signs would be above those that can be required from agencies without funding. The FHWA has updated the 1994 draft report with a 2007 version (see footnote # 2). The updated report now includes the costs of overhead and street name signs, which the 1994 version excluded. The updated report

concludes that the national impact of including the minimum maintained traffic sign retroreflectivity levels in the MUTCD is approximately $37.5 million over a 10-year implementation period, with a maximum annual impact of $4.5 million in years 1 through 7. This is below the annual $128.1 million unfunded mandate level.
The FHWA has also provided ample phase-in time for agencies to comply. Agencies are already required to have a highway safety program that includes provisions for the upgrading of substandard traffic control devices and installations to achieve conformity with the MUTCD, so this rulemaking does not create additional burdens.
While many counties believe that FHWA should consider a funding stream directly to local jurisdictions for rulemaking activities such as minimum retroreflectivity standards, such funding stream discussions are outside the scope of this rulemaking. Signing programs remain eligible for Federal-aid highway dollars.

(3) Statutory requirements:

Several organizations representing highway users from a safety perspective agree that the language proposed in the SNPA satisfied the statutory requirements to establish a standard for the minimum levels of sign retroreflectivity; however, AASHTO, and several States, commented that Congress did not explicitly indicate that the minimum values for maintaining sign retroreflectivity had to be included in the MUTCD as a Standard. Alternatively, the Advocates for Highway and Auto Safety (AHAS) believe that the language proposed in the SNPA still did not fully satisfy the statutory requirements, which AHAS interprets as requiring the establishment of specific and mandatory minimum levels of retroreflectivity for signs and pavement markings in the MUTCD and an obligation on State and local authorities to maintain those specific minimum values of retroreflectivity. AHAS stated that the intent can only be met by including such requirements in a “standard” statement in the MUTCD, which is defined as one of the “required, mandatory, or specifically prohibitive practice regarding a traffic control device.”

The FHWA includes the reference to minimum levels for sign retroreflectivity in a Standard statement because the statute requires the Secretary to revise the MUTCD to include a standard for minimum levels of retroreflectivity that must be maintained for traffic signs. Under the MUTCD’s current organization, the best way to do this is by including it in a STANDARD statement, because Standards represent requirements.3 In addition, the congressional reference to a standard did not exclude the use of GUIDANCE, OPTION, and SUPPORT statements to help clarify the STANDARD statement of required minimum levels of retroreflectivity that must be maintained, similar to the other sections of the MUTCD.

The FHWA also received comments from the city of Plano, Texas, and the Illinois County Engineers expressing a concern and/or confusion that the language proposed in the SNPA “imbedded” a GUIDANCE statement within a STANDARD, because the STANDARD statement referenced the GUIDANCE statement for minimum retroreflectivity levels.

Based on this concern, and to clarify FHWA’s intent, FHWA revises the STANDARD statement to explicitly reference Table 2A-3 Minimum Maintained Retroreflectivity Levels, which contains minimum-maintained retroreflectivity levels for various sign color combinations and types of sign sheeting.

The National Association of Counties (NACo) and NACE suggested adding “recommended” before “minimum level” in describing the retroreflectivity levels shown in Table 2A-3. The FHWA retains the wording “minimum level” in describing the levels shown in Table 2A-3, because the word “recommended” is not appropriate when referencing a Standard.

(4) Table of minimum retroreflectivity levels in the MUTCD.

The ATSSA, AAA, AARP, AHUA, Minnesota and Virginia DOTs, the city of Plano, Texas, sign manufacturers, and many private citizens were in favor of including the table of minimum retroreflectivity levels in the MUTCD. However, many organizations, such as AASHTO, NACo, NACE, and numerous State DOTs, as well as county and local agencies were opposed to the inclusion of the table. Those who opposed including the table in the MUTCD expressed concern over potential litigation that could be brought against public agencies if an individual sign within their jurisdiction was to fall below the minimum maintained levels in the table. The NCUTCD also commented that before any table is inserted into the MUTCD, FHWA should provide substantial clarification regarding the process and frequency for updating or changing the table of retroreflectivity values.

The FHWA believes that including this table in the MUTCD is necessary to satisfy the statutory requirement that the MUTCD be amended to include minimum retroreflectivity levels. Therefore, the FHWA includes Table 2A-3, titled “Minimum Maintained Retroreflectivity Levels” in the MUTCD. The FHWA also believes inclusion of the table will provide clarity and convenience to the users of the MUTCD. In response to the request by the NCUTCD that FHWA clarify the process for updating or changing values in the table, we note that updates or changes to the table would be subject to a public rulemaking process before FHWA could adopt changes to the values of the table in the MUTCD. This process will include notice and opportunity for comment by the public.

Table 2A-3 will be included in the MUTCD as follows (note that the values in this table have not changed during the rulemaking process):

Table 2A-3. Minimum Maintained Retroreflectivity Levels (1)
Sign Color Sheeting Type (ASTM D4956-04) Additional Criteria
Beaded Sheeting Prismatic Sheeting
IIIIIIIII, IV, VI, VII, VIII, IX, X
White on Green W*; G ≥ 7 W*; G ≥ 15 W*; G ≥ 25 W ≥ 250; G ≥ 25 Overhead
W*; G ≥ 7 W ≥ 120; G ≥ 15 Ground-mounted

Black on Yellow or Black on Orange

Y*; O* Y ≥ 50; O ≥ 50 (2)
Y*; O* Y ≥ 75; O ≥ 75 (3)
White on Red W ≥ 35; R ≥ 7 (4)
Black on White W ≥ 50
(1) The minimum maintained retroreflectivity levels shown in this table are in units of cd/lx/m2 measured at an observation angle of 0.2° and an entrance angle of -4.0°.
(2) For textand fine symbol signs measuringat least 1200 mm (48 in) and for all sizes of bold symbol signs
(3) For textand fine symbol signs measuring less than 1200 mm (48 in)
(4) Minimum Sign Contrast Ratio ≥ 3:1 (white retroreflectivity ÷ red retroreflectivity)
* This sheeting type should not be used for this color for this application.
Bold Symbol Signs
  • W1-1, -2 – Turn and Curve
  • W1-3, -4 – Reverse Turn and Curve
  • W1-5 – Winding Road
  • W1-6, -7 – Large Arrow
  • W1-8 – Chevron
  • W1-10 – Intersection in Curve
  • W1-11 – Hairpin Curve
  • W1-15 – 270 Degree Loop
  • W2-1 – Cross Road
  • W2-2, -3 – Side Road
  • W2-4, -5 – T and Y Intersection
  • W2-6 – Circular Intersection
  • W3-1 – Stop Ahead
  • W3-2 – Yield Ahead
  • W3-3 – Signal Ahead
  • W4-1 – Merge
  • W4-2 – Lane Ends
  • W4-3 – Added Lane
  • W4-5 – Entering Roadway Merge
  • W4-6 – Entering Roadway Added Lane
  • W6-1, -2 – Divided Highway Begins and Ends
  • W6-3 – Two-Way Traffic
  • W10-1, -2, -3, -4, -11, -12 – Highway-Railroad Advance Warning
  • W11-2 – Pedestrian Crossing
  • W11-3 – Deer Crossing
  • W11-4 – Cattle Crossing
  • W11-5 – Farm Equipment
  • W11-6 – Snowmobile Crossing
  • W11-7 – Equestrian Crossing
  • W11-8 – Fire Station
  • W11-10 – Truck Crossing
  • W12-1 – Double Arrow
  • W16-5p, -6p, -7p – Pointing Arrow Plaques
  • W20-7a – Flagger
  • W21-1a – Worker
Fine Symbol Signs – Symbol signs not listed as Bold Symbol Signs.
Special Cases
  • W3-1 – Stop Ahead: Red retroreflectivity ≥ 7
  • W3-2 – Yield Ahead: Red retroreflectivity ≥ 7; White retroreflectivity ≥ 35
  • W3-3 – Signal Ahead: Red retroreflectivity ≥ 7; Green retroreflectivity ≥ 7
  • W3-5 – Speed Reduction: White retroreflectivity ≥ 50
  • For non-diamond shaped signs such W14-3 (No Passing Zone), W4-4p (Cross Traffic Does Not Stop), or W13-1, -2, -3, -5 (Speed Advisory Plaques), use largest sign dimension to determine proper minimum retroreflectivity level.

The FHWA received comments from NACo, NACE and several local agencies that suggested adding a statement clarifying that all signs need not meet the minimum retroreflectivity values at every point in time.

Considering these comments in conjunction with FHWA’s understanding that there will be cases where vandalism, weather, or damage due to a crash influences the visibility of a sign, the FHWA clarified the SUPPORT statement in Section 2A.09. The revised statement clarifies that an agency or an official having jurisdiction would be in compliance with the Standard even if there are some individual signs that do not meet the minimum retroreflectivity levels at a particular point in time, provided that an assessment or management method implemented in accordance with Section 2A.09 of the MUTCD is being used.

The FHWA also received comments from NACo, NACE and several local agencies stating specific concerns that the establishment of specific retroreflectivity values within Table 2A-3 will become “the de-facto standard” that will be used against highway agencies in tort claims and lawsuits.

The FHWA believes that the selection of a reasonable method for maintaining sign retroreflectivity and strict adherence to the same might serve to defend highway agencies in tort liability claims and litigation. Public agencies and officials that implement and follow a reasonable method in conformance with the national MUTCD would appear to be in a better position to successfully defend tort litigation involving claims of improper sign retroreflectivity than jurisdictions that lack any method. In addition, as a result of adding clarifying language to the Support statement indicating that once an assessment or management method is used by an agency or official having jurisdiction, agencies would be in compliance with the STANDARD even if some individual signs do not meet the minimum retroreflectivity levels at a point in time.

Including Table 2A-3 in the MUTCD does not imply that an agency needs to measure the retroreflectivity of every sign in its jurisdiction. Instead, agencies must implement methods designed to provide options on how to maintain the minimum retroreflectivity levels, using the criteria in Table 2A-3.

(5) Impacts of sign retroreflectivity on safety.

The ATSSA and several sign manufacturers believe there is a proven link between maintained sign retroreflectivity and safety, especially as it relates to older drivers. In addition, several citizens believe that improved retroreflectivity will lead to safer roads. One citizen who worked for several years in the field of nighttime visibility stated that his research with actual drivers on the road showed conclusive results that greater levels of retroreflectivity increase a driver’s ability to be warned well in advance of a traffic situation or pedestrian encounter. The North Carolina DOT (NCDOT) and the AHAS, however, recommend that further FHWA studies be done to demonstrate that retroreflective improvements translate into safety improvements.

The FHWA believes that improving sign retroreflectivity will be a benefit to all drivers, including older drivers. All drivers need legible signs in order to make important decisions at key locations, such as intersections and exit ramps on high speed facilities. This is particularly true for regulatory and warning signs. This is fundamental to safe driving, and the lack of uniform retroreflectivity standards has led to wide variations in maintenance levels of these critical signs. As discussed in the SNPA, there have been some investigations that demonstrate potential safety benefits of upgrading sign materials.4 More importantly, maintaining sign retroreflectivity is consistent with one of FHWA’s primary goals, which is to improve safety on the Nation’s streets and highways. Improvements in sign visibility will also support FHWA’s efforts to be responsive to the needs of older drivers, which is important because the number of older drivers is expected to increase significantly in the next 30 years.


2“Maintaining Traffic Sign Retroreflectivity: Impacts on State and Local Agencies,” Publication No. FHWA-HRT-07-042, dated April 2007, is available at the following Web address: http://www.tfhrc.gov/safety/pubs/07042/index.htm.

3In the context of this final rule, the definitions of STANDARD and GUIDANCE are identical to the definitions provided in the Introduction of the MUTCD (http://mutcd.fhwa.dot.gov). Specifically, a STANDARD is a statement of required, mandatory or specifically prohibitive practice regarding a traffic control device, while a GUIDANCE is a statement of recommended, but not mandatory, practice in typical situations, with deviations allowed if engineering judgment or engineering study indicates the deviation to be appropriate.

4Supplemental Notice of Proposed Amendments, page 26717. The SNPA was published on May 8, 2006, at 71 FR 26711. This notice can be found at: http://www.gpoaccess.gov/fr/retrieve.html and on the Docket Management System (FHWA-2003-15149-229) for this ruling at the following Internet Web site: http://dms.dot.gov.

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