Minimum Retroreflectivity Levels for Traffic Signs New MUTCD Criteria.

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Presentation transcript:

Minimum Retroreflectivity Levels for Traffic Signs New MUTCD Criteria

2 Overview Retroreflectivity briefing Retroreflectivity briefing Rule-making efforts Rule-making efforts Final Rule summary Final Rule summary Minimum Values Minimum Values Require maintenance methods future rulemaking Require maintenance methods future rulemaking Minimum pavement marking levels Minimum pavement marking levels

3 Retroreflection Briefing

4 Retroreflective Elements Glass spheres and microsized prisms are the current technologies used to make sign materials retroreflective

5 Cone of Retroreflection Retroreflector Light Source Direction Reflected light gets dimmer as distance from light axis increases Reflected light is brighter near light axis

6 Nighttime Driving Daytime Many cues available Driver task relatively easy Nighttime Few cues remain Task more difficult Retroreflectivity provides nighttime guidance

7 Night Travel and Crashes Source: National Safety Council

8 Retroreflectivity Fades Time (years) Retroreflectivity (cd/lx/m 2 )

9 Background for traffic signs and pavement markings which apply to all roads open to public travel.” for traffic signs and pavement markings which apply to all roads open to public travel.” of Transportation shall revise the MUTCD to include a standard for a minimum level of retroreflectivity that must be maintained 1993 DOT Appropriations Act – “The Secretary

10 Recent FHWA Research Overhead guide signs and street name signs Overhead guide signs and street name signs FHWA-RD FHWA-RD National sign workshops National sign workshops FHWA-SA FHWA-SA Updated sign levels Updated sign levels FHWA-RD FHWA-RD Economic impacts report #2 Economic impacts report #2 FHWA-HRT FHWA-HRT Sign retroreflectivity maintenance methods Sign retroreflectivity maintenance methods FHWA-HRT FHWA-HRT

11 Rule-Making Summary 1985 – Advanced Notice of Proposed Amendment 1985 – Advanced Notice of Proposed Amendment Congressional Directive Congressional Directive 1998 – AASHTO Resolution to FHWA 1998 – AASHTO Resolution to FHWA 2004 – Notice of Proposed Amendment 2004 – Notice of Proposed Amendment 2006 – Supplemental Notice of Proposed Amendment 2006 – Supplemental Notice of Proposed Amendment Final Rule Final Rule

12 Final Rule Published on Dec 21, 2007 Published on Dec 21, 2007 Vol 72, No. 245 Vol 72, No. 245 Revision #2 of the 2003 Edition of the MUTCD Revision #2 of the 2003 Edition of the MUTCD Effective Jan 22, 2008 Effective Jan 22, 2008 Caltrans has 24 months to adopt as State regulation in the CA MUTCD by Jan 2, 2010

13 Compliance Dates Jan 22, 2012 Identify and begin using method(s) Jan 22, 2015 Replace identified regulatory, warning, and ground-mounted guide signs Jan 22, 2018 Replace identified street name and overhead guide signs Jan 22, 2010California MUTCD adoption deadline

14 New MUTCD Language Section 2A.09 Maintaining Minimum Retroreflectivity “Standard: Public agencies or officials having jurisdiction shall use an assessment or management method that is designed to maintain sign retroreflectivity at or above the minimum levels in Table 2A-3”

15 New MUTCD Language Section 2A.09 Maintaining Minimum Retroreflectivity “Support: Compliance… is achieved by having a method in place and using the method to maintain the minimum levels established in Table 2A-3. Provided that… a method is being used, an agency would be in compliance… even if there are some individual signs that do not meet the… levels at a particular point in time.

16 MUTCD Table 2A-3 Sign Color Criteria Sheeting Type (ASTM D4956) BeadedPrismatic IIIIII III, IV, VI, VII, VIII, IX, X White on Red CR ≥3 35 / 7 Black on Orange or Yellow Bold or Text ≥48 ” x50 Fine or Text <48 ” x75 Black on White 50 White on Green Overhead x / 7 x / 15 x / / 25 Shoulder x / / 15

17 Sheeting Types (ASTM ) That Can Be Used: All prismatic sheeting may be used for all signs. All prismatic sheeting may be used for all signs. High Intensity Beaded (Type III) and Super Engineer Grade (Type II) may be used for all signs except for the white legend on overhead guide signs. High Intensity Beaded (Type III) and Super Engineer Grade (Type II) may be used for all signs except for the white legend on overhead guide signs. Engineer Grade (Type I) may be used for all signs except for: Engineer Grade (Type I) may be used for all signs except for: a. the white legend on guide signs, b. the white legend on street name signs, and c. all warning signs.

18 Sheeting Types That Can Be Used (cont.) Even though a particular type of sheeting might initially meet the minimum retroreflectivity levels when new, it might quickly degrade to below the minimum retroreflectivity levels. The use of higher performance sheeting, even though it has a higher initial cost, might provide a better life-cycle cost for the agency.

19 New MUTCD Language Section 2A.09 Maintaining Minimum Retroreflectivity “Guidance: …one or more of the following assessment or management methods should be used…”

20 Sign Maintenance Methods Visual nighttime inspection Visual nighttime inspection Measured sign retroreflectivity Measured sign retroreflectivity Expected sign life Expected sign life Blanket replacement Blanket replacement Control signs Control signs Any combination of above Any combination of above Other methods based on engineering studies Other methods based on engineering studies

21 Visual Inspection Method Nighttime visual inspection by inspector trained on the procedures and the rule Nighttime visual inspection by inspector trained on the procedures and the rule Conduct on regular basis Conduct on regular basis Must use one of the options: Must use one of the options: Calibration signs Calibration signs Consistent parameters Consistent parameters Comparison panels Comparison panels

22 Calibration Signs Option “Calibrate” eyes with calibration signs “Calibrate” eyes with calibration signs Calibration signs are near minimum retro Calibration signs are near minimum retro Evaluate signs compared to calibration signs Evaluate signs compared to calibration signs

23 Consistent Parameters Option Inspection process replicates criteria used to develop minimum levels Inspection process replicates criteria used to develop minimum levels Inspector – older driver (>60 years) Inspector – older driver (>60 years) SUV type vehicle SUV type vehicle Cutoff headlamps (properly aimed) Cutoff headlamps (properly aimed)

24 Comparison Panels Option Small panels at/near minimum retroreflectivity levels Small panels at/near minimum retroreflectivity levels Clipped to sign - viewed from distance Clipped to sign - viewed from distance Replace sign if panel is brighter Replace sign if panel is brighter

25 Compare average to minimum Compare average to minimum Not all signs need to be measured Not all signs need to be measured Measure marginal signs Measure marginal signs Measured Retroreflectivity Method Measure signs with retroreflectometer Measure signs with retroreflectometer Procedure in ASTM E1709 Procedure in ASTM E1709 Average of 4 measurements Average of 4 measurements

26 Handheld Devices

27 Expected Sign Life Method Determine expected life of sheeting types used in geographical area Determine expected life of sheeting types used in geographical area End of life based on retro values in supplemental document End of life based on retro values in supplemental document Set up replacement program that ensures individual signs are replaced prior to the end of service life expectancy Set up replacement program that ensures individual signs are replaced prior to the end of service life expectancy Periodic nighttime or instrument inspections to verify Periodic nighttime or instrument inspections to verify

28 Indicating Sign Age Stickers on front or back of sign to show when fabricated or installed Stickers on front or back of sign to show when fabricated or installed

29 Blanket Replacement Method Divide agency into areas/corridors Divide agency into areas/corridors Relate number of areas to replacement cycle (based on service life) Relate number of areas to replacement cycle (based on service life) Replace all signs in an area/ corridor each replacement cycle Replace all signs in an area/ corridor each replacement cycle 10 yr life,  10 areas 10 yr life,  10 areas Annual replacement in each area Annual replacement in each area Replace all signs in this area during 1st year Replace all signs in this area during 3rd year 5thyear 7thyear

30 Control Signs Method Select signs to represent all signs in the field Select signs to represent all signs in the field Control signs in maintenance yard Control signs in maintenance yard Selected field signs (near HQ) Selected field signs (near HQ) Monitor control signs Monitor control signs Replace all equivalent signs when control signs near minimum levels Replace all equivalent signs when control signs near minimum levels Other methods determine replacement Other methods determine replacement Control signs need to adequately represent all signs in the field Control signs need to adequately represent all signs in the field

31 Combining Alternatives Combination of methods Combination of methods Use one or more of the methods together Use one or more of the methods together Support and reinforce each other Support and reinforce each other Possibilities Possibilities Visual inspection to identify signs to be measured Visual inspection to identify signs to be measured Measured retro of control signs Measured retro of control signs

32 MUTCD Language

33 Value of Inspection Inspectors can identify deficient signs that may not meet the minimum retroreflectivity levels

34 Agencies use computers to manage process Agencies use computers to manage process Track many elements Track many elements Help plan and budget Help plan and budget Computers track: Computers track: Sign type & sheeting Sign type & sheeting Location Location Installation date Installation date Expected sign life Expected sign life Other factors Other factors Computer Sign Management

35 Pavement Marking Retroreflectivity Standards - Status - Initial research conducted in 1990s Initial research conducted in 1990s Recent research just completed Recent research just completed Impacts report just completed Impacts report just completed Workshops completed in summer 2007 Workshops completed in summer 2007 Input from public agencies Input from public agencies AASHTO & ATSSA submitted recommendations AASHTO & ATSSA submitted recommendations FHWA beginning work on NPA FHWA beginning work on NPA no target date no target date

36 Keep In Mind Congressional directive applies to signs and markings Congressional directive applies to signs and markings FHWA will establish MUTCD standards for pavement markings FHWA will establish MUTCD standards for pavement markings Solicited agency input for pavement markings in summer 2007 Solicited agency input for pavement markings in summer 2007 Looking for solutions Looking for solutions Win-Win-Win for Drivers-Agencies-FHWA Win-Win-Win for Drivers-Agencies-FHWA

37 FHWA Supporting Material FHWA Retro Web Site FHWA Retro Web Site 4-page summary 4-page summary FAQs FAQs Research Reports Research Reports

38 Sign Sheeting ID Guide

39 Summary New regulation in place New regulation in place Must use an assessment or management method in MUTCD Must use an assessment or management method in MUTCD Must begin to make decisions now in order to meet compliance dates Must begin to make decisions now in order to meet compliance dates Consider life-cycle costs, not just initial costs, when replacing signs Consider life-cycle costs, not just initial costs, when replacing signs

40 Additional Information More information about sign and marking retroreflectivity can be found at More information about sign and marking retroreflectivity can be found at FHWA: FHWA: ATSSA: ATSSA: Expert Contact Information Expert Contact Information FHWA Retroreflectivity Team Leader FHWA Retroreflectivity Team Leader Greg Schertz, Greg Schertz, FHWA Research Office FHWA Research Office Carl Andersen, Carl Andersen, FHWA Safety Office FHWA Safety Office Matt Lupes, Matt Lupes,

41 Discussion / Questions

42 Some Common Questions What about.. What about.. Engineering grade sheeting ? Engineering grade sheeting ? Fluorescent signs ? Fluorescent signs ? Blue and brown signs ? Blue and brown signs ? See FHWA FAQs for more questions:

43 Can I use Eng Grade Shtg? Yes, but not for all signs Yes, but not for all signs Where Engineering Grade cannot be used: Where Engineering Grade cannot be used: Yellow and orange signs Yellow and orange signs Legends on guide signs Legends on guide signs

44 Fluorescent Signs Fluorescent versions of sign colors may be used. Minimum retro is same as for non-fluorescent versions. Fluorescent versions of sign colors may be used. Minimum retro is same as for non-fluorescent versions. fluorescent yellow & fluorescent yellow & fluorescent yellow-green Use retro values for yellow Use retro values for yellow fluorescent orange fluorescent orange Use retro values for orange Use retro values for orange

45 Blue & Brown Signs Not yet included in minimum levels Not yet included in minimum levels Pending report contains recommended blue and brown levels Pending report contains recommended blue and brown levels FHWA-HRT FHWA-HRT