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The MMUTCD New Compliance Dates Sign Retroreflectivity - ppt download
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Presentation on theme: "The MMUTCD New Compliance Dates Sign Retroreflectivity"— Presentation transcript:
1 The MMUTCD New Compliance Dates Sign Retroreflectivity
Street Name Signs Private Roads Traffic and Safety, MDOT
2 MMUTCD Adoption Date For Michigan a new manual had to be in place by January 15, 2012 Manual addresses: Unique items in MVC Unique items in Michigan Effective December 1, 2011 I am sure most of you are aware that we have a new manual. While this and previous manuals have unique items in place for Michigan, this list is growing smaller as we move forward in making the Michigan manual as close as possible to its Federal cousin.
3 Old Compliance Dates Compliance dates are for those “Big Ticket” items
67 Phase-in Target Compliance Dates for Devices, includes: Dates established by previous final rules (3) Dates established in 2005 MMUTCD (52) New compliance items in 2011 MMUTCD (12) For the dates established in the 2005 MMUTCD none that were prior to January 1, 2011 were carried over.
4 Items with No Specific Compliance Date
New or reconstructed devices installed shall be in compliance with State MUTCD Federal-aid projects require devices to be in conformance to MUTCD Upgrade non-compliant devices as part of systematic upgrade After the effective date of a new edition of the MUTCD or a revision thereto, or after the adoption thereof by the State, whichever occurs later, new or reconstructed devices installed shall be in compliance with the new edition or revision. 21 In cases involving Federal‑aid projects for new highway or bikeway construction or reconstruction, the traffic control devices installed (temporary or permanent) shall be in conformance with the most recent edition of the National MUTCD before that highway is opened or re‑opened to the public for unrestricted travel [23 CFR (d)(2) and (d)(3)]. 22 Unless a particular device is no longer serviceable, non‑compliant devices on existing highways and bikeways shall be brought into compliance with the current edition of the National MUTCD as part of the systematic upgrading of substandard traffic control devices (and installation of new required traffic control devices) required pursuant to the Highway Safety Program, 23 U.S.C. §402(a). The FHWA has the authority to establish other target compliance dates for implementation of particular changes to the MUTCD [23 CFR (d)(1)]. These target compliance dates established by the FHWA shall be as shown in Table I‑2.
5 Compliance Option Replacement of damaged, missing, or no longer serviceable non-compliant device: Option for agencies to establish policies: replace with compliant device; or replace in kind under some conditions 23 Except as provided in Paragraph 24, when a non‑compliant traffic control device is being replaced or refurbished because it is damaged, missing, or no longer serviceable for any reason, it shall be replaced with a compliant device. Option: 24 A damaged, missing, or otherwise non‑serviceable device that is non‑compliant may be replaced in kind if engineering judgment indicates that: A. One compliant device in the midst of a series of adjacent non‑compliant devices would be confusing to road users; and/or B. The schedule for replacement of the whole series of non‑compliant devices will result in achieving timely compliance with the MUTCD.
6 New Compliance Dates Compliance dates are for those “Big Ticket” items
12 Phase-in Target Compliance Dates for Devices, includes: Dates established by previous final rules (3) Dates established in 2005 MMUTCD (1) New compliance items in 2011 MMUTCD (8) We have now gone form 67 to 12 phase in target compliance dates in Table I-2. The greatest changes are for dates established in the 2005 MMUTCD went from 52 to 1 and new compliance dates from 12 to 8. The revised table was released September 18, 2012 in response to the changes in the Federal Manual. Now, lets go into further detail on the 12 target compliance items.
7 Part 2 Signs
8 Old Sign Retroreflectivity 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 These are the old compliance dates, established according to the effective date of the Final Rule of the 2009 Federal MUTCD.
9 New Sign Retroreflectivity Compliance Dates
June 13, 2014 Identify and begin using method(s) for regulatory and warning signs Other signs are to be added to agency’s method as resources allow. This is the new compliance date. There are no longer set dates for the replacement of certain types of signs.
10 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” This key statement in the MMUTCD has not changed. It is still a SHALL condition, which means there are no exceptions.
11 Maintaining Minimum Retroreflectivity
All signs identified by an agency’s method as being below minimum values need to be replaced. Replacement should be based on agency’s resources and relative priorities. The standards for minimum retroreflectivity applies to all signs including guide signs. While the compliance dates for replacement are gone roadway agencies are expected to replace identified regulatory and warning signs not meeting Table 2A-3 based on resources and priorities rather than a specific date. While the compliance dates for guide signs, including street name signs, has been eliminated agencies are expected to add these signs to their method as resources allow.
12 MUTCD Table 2A-3 Sign Color Criteria Sheeting Type (ASTM D4956) Beaded
Prismatic I II III III, IV, VI, VII, VIII, IX, X White on Red CR ≥3 35 / 7 Black on Orange or Yellow Bold or Text ≥48” x 50 Fine or Text <48” 75 Black on White  White on Green Overhead x / 7 x / 15 x / 25 250 / 25 Shoulder 120 / 15 Speaking of Table 2A.3 lets go over it as a refresher. The “x” in the table means that, for those signs with color matching the row header, that the material designated by the “x” is not bright enough, even when brand new. The result is that engineering grade sheeting can not be used. The table does allow engineering grade sheeting to be used on white on red signs and black on white signs. However, keep in mind that even though the rule allows EG for some signs, it doesn’t mean that it is a good idea. For overhead guide signs, no beaded material can be used for the legends. This means engineering grade, super-engineering grade, and high-intensity beaded. For shoulder mounted guide signs, which receive more headlamp illumination than overhead signs, the restrictions for legend material only eliminates the engineering grade materials. Minimum levels have been identified by FHWA for brown and blue but there is not a schedule yet to include these values in Table 2A-3.
13 Sign Maintenance Methods
Visual Nighttime Inspection Measured Sign Retroreflectivity Expected Sign Life Blanket replacement Control signs Any combination of above Other methods based on engineering studies There has been no changes to these methods listed in the MMUTCD which have been covered in previous webinars from LTAP. For further information please contact John Kiefer at LTAP.
14 Maintaining Minimum Retroreflectivity FAQs
Do I have to replace my street name signs that have all capital letters? Yes, when they are reached the end of their useful service life with the combination lower case letters with initial upper case letter. While not going into the actual methods I would like to address some myths or urban legends surrounding the retroreflectivity issue. When replaced the street name signs need to be in compliance with the MMUTCD. The only exception is historic street name signs on lower speed roadways within locally identified historic districts that are consistent with federal regulation. This change in the MMUTCD was done September 18, I will give some more detail on this when I discuss street name signs.
15 Maintaining Minimum Retroreflectivity FAQs
Do I have to develop an inventory to be in compliance with the MMUTCD? No, although a documented inventory, in particular computerized, is very useful. There is no specific requirement in the MMUTCD for an inventory.
16 Maintaining Minimum Retroreflectivity FAQs
Do I have to submit documentation annually to FHWA for approval? No, FHWA does not require documentation. There is no specific requirement in the MMUTCD but it is advisable for an agency to document their methods and maintain the documentation.
17 Maintaining Minimum Retroreflectivity FAQs
Can the warranty of a sign be used to determine its service life? The warranty period is a good start but is often less than the service life. Service life is affected by numerous factors such as the direction the sign faces and can vary across different regions of the country.
18 Maintaining Minimum Retroreflectivity FAQs
Does blanket replacement relieve me of sign maintenance between cycles? No, there are other maintenance requirements such as replacing knockdowns or trimming vegetation that is still required. Service life is affected by numerous factors such as the direction the sign faces and can vary across different regions of the country.
19 Maintaining Minimum Retroreflectivity FAQs
Can we inspect signs during the day to avoid overtime costs? No, not if your agency is using the nighttime visual inspection method listed in the MMUTCD. The measurement method is allowed during the day but not nighttime visual. You are allowed to develop other methods as long as they are based on a engineering study that tie the method to the minimum levels.
20 Maintaining Minimum Retroreflectivity FAQs
Do I need a 60 year old for nighttime inspection? There are 3 different visual nighttime inspections that can be used. Only the consistent parameters requires an inspector to be at least 60 years of age. The other two methods, comparison panel and calibration, do not have set age criteria for the inspector.
21 Lateral Offset Sign supports within the clear zone for roads with posted speed limit of 50 mph or higher shall be crashworthy (NCHRP Report 350) unless shielded with a longitudinal barrier or crash cushion Compliance date of August 15, 2015 In Section 2A.19 In the 2000 edition of the MUTCD a new requirement was established in this section that, if located within the clear zone, ground-mounted sign supports shall be breakaway, yielding, or shielded with a barrier or crash cushion and that supports for overhead-mounted signs shall be shielded with a barrier or crash cushion, but no special phase-in target compliance date was established at that time. In response to comments that agencies were encountering difficulties and economic impacts given the extensive testing of devices that has to occur in accordance with NCHRP Report 350[1] in order to determine and certify crashworthiness, the FHWA determined that a special target compliance date is required for the crashworthiness provisions in this section. In that final rule, the FHWA establishes a phase-in target compliance date of January 17, 2013 for crashworthiness of sign supports within the clear zone for roads with posted speed limits of 80 km/h (50 mph) or above. For Michigan we modified that date to comply with the implementation date of the 2005 MMUTCD. Please note all new sign post installations shall be crashworthy no matter the posted speed limit. [1] NCHRP Report 350, “Recommended Procedures for the Safety Performance Evaluation of Highway Features,” 1993, is available for downloading from the Transportation Research Board at the following URL: Section 2A.19
22 Divided Highways with Median Widths of 30 feet or More
One-Way signs on near right and far left corners are required rather than recommended Far right One-Way signs are optional MMUTCD Compliance Date December 31, 2019 The existing recommendation that ONE WAY signs be placed on the near right and far left corners of each directional roadway is revised to a requirement, based on Older Driver research. One-way signs on the far right corners of the directional roadways are optional. Compliance date of December 31, 2019 for this and next 3 slides Section 2B.40 22
23 Divided Highways with Median Widths of 30 feet or More
One-Way signs on near right and far left corners are required rather than recommended Far right One-Way signs are optional MMUTCD Compliance Date December 31, 2019 The existing recommendation that ONE WAY signs be placed on the near right and far left corners of each directional roadway is revised to a requirement, based on Older Driver research. One-way signs on the far right corners of the directional roadways are optional. Compliance date of December 31, 2019 for this and next 3 slides Section 2B.40 23
24 Divided Highways with Median Widths of Less than 30 feet
Either: One-Way signs on near right and far left corners (far right One-Way signs are optional) or Keep Right signs in median noses MMUTCD Compliance Date December 31, 2019 The existing option that allows agencies to omit the use of ONE WAY signs at intersections with medians of less than 30 feet is removed. At such intersections, Keep Right and/or ONE WAY signs shall be installed. If Keep Right signs are installed, they shall be placed as close as practical to the approach ends of the medians and shall be visible to traffic on the divided highway and each crossroad approach. If ONE WAY signs are installed, they shall be placed on the near right and far left corners of the intersection and shall be visible to each crossroad approach. A far right ONE WAY sign is optional. Section 2B.40 24
25 Divided Highways with Median Widths of Less than 30 feet and Separated
Left-turn Lanes Either: One-Way signs on near right and far left corners (far right One-Way signs are optional) or Keep Right signs in Median noses Same requirements but an improved drawing. Section 2B.40 25
26 Near Side and Far Side One-Way Signs Required on the Minor-Street Approaches at 4-way and T-intersections MMUTCD Compliance Date December 31, 2019 A new requirement is added that two ONE WAY signs, one near side and one far side, be installed for each approach to a one-way street at T-intersections and cross intersections. This also reflects Older Driver research. Section 2B.40 26
27 Horizontal Alignment Warning Signs
MMUTCD Compliance Date December 31, 2019 Revised requirements and applications in the 2011 MMUTCD regarding the use of various horizontal alignment signs based on curve differential speed. Standard: 02 In advance of horizontal curves on freeways, on expressways, and on roadways with more than 1,000 AADT that are functionally classified as arterials or collectors, horizontal alignment warning signs shall be used in accordance with Table 2C-5 based on the speed differential between the roadway’s posted or statutory speed limit or 85th-percentile speed, whichever is higher, or the prevailing speed on the approach to the curve, and the horizontal curve’s advisory speed. 28% of all highway fatalities annually occur on horizontal curves. A new table, 2C-5, is added to define the required, recommended, and optional Horizontal Alignment warning signs to be used for different situations and conditions. Horizontal curves account for 25% of all highway fatalities. The changes are aimed at improving and strengthening the requirements for signing horizontal curves. The table creates a hierarchal approach to use of these signs and plaques and defines required, recommended, and optional warning signs for various differentials between speed limit and advisory speed. The alignment warning signs shall be used in accordance with Table 2C-5 based on the speed differential between the roadway’s posted or statutory speed limit or 85th percentile speed, whichever is higher, and the horizontal curve’s advisory speed, however there is an option allowing the use of the prevailing speed in determining the speed differential to the horizontal curve’s advisory speed. The requirements apply to freeways, expressways, and functionally classified arterials and collectors over 1,000 AADT and an option statement allows their use on other roadways. These road classifications represent higher volume roadways, a larger percentage of unfamiliar drivers, and have the potential to yield the largest safety benefits in reducing crashes due to road users’ lack of awareness of a change in horizontal alignment, as documented in a recent NCHRP study. Freeways, expressways, and functionally classified arterials and collectors over 1,000 AADT Sections 2C.06-14 27
28 New Criteria for the Determination of Advisory Speeds
Support: Among the established engineering practices that are appropriate for the determination of the recommended advisory speed for a horizontal curve are the following: An accelerometer that provides a direct determination of side friction factors A design speed equation A traditional ball-bank indicator using the following criteria: 16 degrees of ball-bank for speeds of 20 mph or less 14 degrees of ball-bank for speeds of 25 to 30 mph 12 degrees of ball-bank for speeds of 35 mph and higher Sections 2C.06-14 28
29 Chevron Signs Spacing Table
A new table is added to provide spacing criteria for Chevron Alignment signs, based on research by TTI. The sign spacing is guidance and may be adjusted based upon engineering judgment of field conditions. Sections 2C.06-14 29
30 Horizontal Alignment Warning Signs
Compliance date for revised requirements and applications regarding the use of various horizontal alignment signs based on curve differential speed: MMUTCD Compliance Date December 31, 2019 Revised requirements and applications in the 2011 MMUTCD regarding the use of various horizontal alignment signs based on curve differential speed. December 31, 2019 Sections 2C.06-14 30
31 LEFT plaques required for numbered and non-numbered exits to the left
Plaques for Left-Hand Exits MMUTCD Compliance Date December 31, 2014 New requirement in the 2011 MMUTCD to use E1-5aP and E1-5bP plaques for left-hand exits. A left exit number (E1–5bP) plaque shall be used at the top left edge of the sign for numbered exits to the left to alert road users that the exit is to the left, which is often not expected. For non-numbered exits to the left, a LEFT (E1-5aP) plaque shall be added to the top left-hand edge of the sign. This change also required that the ‘‘LEFT’’ portion of the message be black on a yellow background. Compliance date of December 31, 2014 Sections 2E.31,33,36 31
32 Part 4 Highway Traffic Signals
33 Yellow Change Intervals and Red Clearance Intervals
Durations shall be determined using engineering practices Use of red clearance – changed from option to guidance, when indicated by application of engineering practices MMUTCD Compliance Date December 31, 2014 or when timing adjustments are made to the individual intersection and/or corridor, whichever occurs first New requirement in the 2011 MMUTCD that the durations of the yellow change and red clearance intervals shall be determined using engineering practices. These changes enhance safety at signalized intersections by requiring that accepted engineering methods be used to determine the durations of these critical intervals rather than random or “rule of thumb” settings, and by recommending the provision of a red clearance interval when such accepted engineering practices indicate such interval is needed. As documented in the FHWA report “Signalized Intersections: Informational Guide, a variety of studies from 1985 through 2002 have found significant safety benefits from using accepted engineering practices to determine the durations of yellow and red clearance intervals. Recent safety studies have further documented significant major reductions in crashes when jurisdictions have revised the durations of the yellow change and red clearance intervals using the accepted engineering practices. Compliance date of December 31, 2014 when timing adjustments are made to the individual intersection and/or corridor, whichever occurs first Section 4D.26 33
34 Pedestrian Clearance Time
Ped Change Interval (flashing DW): shall not extend into the red clearance interval - shall be followed by min. 3 sec. buffer interval MMUTCD Compliance Date December 31, 2014 or when timing adjustments are made to the individual intersection and/or corridor, whichever occurs first New requirement in the 2011 MMUTCD that the pedestrian change interval shall not extend into the red clearance interval and shall be followed by a buffer interval of at least 3 seconds. In the new MUTCD, a new requirement is added that requires a minimum 3 second “buffer” interval between the end of the pedestrian change interval (flashing UPRAISED HAND display) and the release of any conflicting vehicular movements. During the buffer interval, a steady UPRAISED HAND must be displayed. The sum of the time of the pedestrian change interval and the buffer interval shall not be less than the calculated pedestrian clearance time. (That is---the red clearance interval, if used, CAN be used to help satisfy the calculated value if ped clearance TIME.) The buffer interval is prohibited from starting later than the beginning of the red clearance interval, if a red clearance is used. It can start during the green interval or yellow interval. This new buffer interval provides a margin of safety of at least 3 seconds that allows a pedestrian who underestimates the time he or she needs to cross a roadway, with or without a countdown display, to better avoid a conflict with a vehicle. A new option has been added allowing the countdown pedestrian display with flashing UPRAISED HAND to extend into the yellow change interval, but terminate within the yellow change interval and be followed by a steady UPRAISED HAND and zero (followed by blank) countdown display for the remainder of the yellow change interval. This new option minimizes disruption of vehicular traffic, and also makes the pedestrian change interval more closely approximate the pedestrian clearance time. A new figure 4E-2 (shown here) is added that illustrates the new provisions for pedestrian clearance interval’s relationship to the concurrent vehicular intervals. While the functionality of some current controller equipment might result in the UPRAISED HAND and countdown being displayed until the end of the yellow change interval, that would not be required by the adopted OPTION. Future controller software will likely incorporate a timed pedestrian buffer interval between the end of the flashing UPRAISED HAND/countdown zero interval and the release of conflicting vehicular traffic, the pedestrian buffer interval timing value will likely be a part of the pedestrian interval series of controller data inputs, and the controller logic will likely be designed to implement the intention of the interval without any other data input. NOTE that there is a compliance date of 12/31/14 (about 5 years) or when timing adjustments are made, whichever occurs first, for implementing the new requirements of the flashing Don’t Walk not extending into the red clearance and providing a min. 3 sec buffer interval. Compliance date of December 31, 2014 when timing adjustments are made to the individual intersection and/or corridor, whichever occurs first Section 4E.06 34
35 Part 6 Temporary Traffic Control
36 High-Visibility Safety Apparel
Required for all workers within the public right of way Applies to all roads, not just those on the Federal-aid system Option for law enforcement and first responders to use new ANSI “public safety vests” Firefighters and law enforcement are exempted from the requirement under certain conditions MMUTCD Compliance Date December 31, 2011 -New provisions are incorporated into the MUTCD that require the use of high-visibility safety apparel by all workers (including flaggers) within the public right-of-ways of all federal-aid and non-federal-aid streets and highways. This is an expansion of the 23 CFR revisions adopted in 2006, to extend the applicability from just federal-aid highways to all roads open to public travel. - A new option is added that allows first responders and law enforcement personnel to use safety apparel meeting a newly-developed ANSI standard for “public safety vests” because this type of vest will better meet the special needs of these personnel. - Firefighters or other emergency responders engaged in emergency operations that directly expose them to flame, fire, heat, and/or hazardous materials may wear retroreflective turn-out gear that is specified and regulated by other organizations. Also, a recommendation is added that all on-scene responders and news media personnel in traffic incident areas should wear high-visibility apparel. The FHWA establishes a target compliance date of December 31, 2011 (approximately two years from the effective date of this final rule) for flagger apparel on non-Federal-aid highways. Required compliance of apparel for workers, including law enforcement officers, on Federal-aid highways has been in effect since November 24, 2008, pursuant to title 23 CFR Part 634. Compliance date of December 31, 2011 Sections 6D.45, 6E.02 36
37 Part 7 Traffic Control For School Areas
38 School Crossing Guard Apparel
Adult guards and law enforcement shall use ANSI Class 2 safety apparel MMUTCD Compliance Date December 31, 2011 A new requirement is added that adult school crossing guards and law enforcement officers performing school crossing supervision shall use Class 2 high-visibility safety apparel labeled as ANSI This change incorporates into the MUTCD the provisions of 23 CFR Part 634 that were published in the Federal Register on November 24, 2006. A target compliance date of December 31, 2011 (approximately two years from the effective date of this final rule) has been established for adult crossing guards and law enforcement personnel performing school crossing supervision to wear high-visibility apparel on non-Federal-aid highways. Required compliance of apparel for all workers, including law enforcement officers, on Federal-aid highways has been in effect since November 24, 2008, pursuant to 23 CFR Part 634. Compliance date of December 31, 2011 Section 7D.04
39 Part 8 Traffic Control for Railroad and Light Rail Transit Grade Crossings
40 Highway-Rail Grade Crossing Sign
Retroreflective white material on crossbuck post and sign: within 2 ft above the edge of roadway on the front and back. back of each blade for the full length. Placement of retroreflective tape Retroreflective strip on crossbuck sign and support. A strip of retroreflective white material, not less than 2 inches in width, shall be used on the back of each blade of each Crossbuck sign for the length of each blade, at all grade crossings where Crossbuck signs have been installed except those where Crossbuck signs have been installed back-to-back. A vertical strip of retroreflective white material, not less than 2 inches in width, shall be used on each Crossbuck support at passive grade crossing for the full length of the front (if support does not include a YIELD or STOP sign) and back of support from the Crossbuck sign or Number of Tracks plaque to within 2 feet above the ground. The vertical strip of retroreflective material may be omitted from the back sides of Crossbuck sign supports installed on one-way streets or where crossbuck signs have been installed back-to-back. Retroreflective strip on crossbuck sign and support. If the support includes either a YIELD or STOP sign the vertical strip is optional on the front of the support. Compliance date of December 31, 2019 Section 8B.04
41 YIELD or STOP Signs Required at Passive Highway-Rail Grade Crossings
MMUTCD Compliance Date December 31, 2019 New requirement in the 2011 MMUTCD for the use of STOP or YIELD signs with Crossbuck signs at passive grade crossings. The YIELD or STOP sign shall be installed either on the same support as the Crossbuck sign or on a separate support at a point where the highway vehicle is to stop, or as near to that point as practical, but in either case, the YIELD or STOP sign is considered to be a part of the Crossbuck Assembly. While the Crossbuck sign is in fact a regulatory sign that in most States requires vehicles to yield to trains and stop if necessary, recent research indicates insufficient road user understanding of and compliance with that regulatory requirement when only the Crossbuck sign is present at a passive grade crossing. The provisions are similar to those of a policy memo that was issued in 2006. New figures are added and existing figures are revised to show typical Crossbuck Assemblies on the same support and on separate supports. Compliance date of December 31, 2019 Section 8B.04 41
42 Street Name Signs Now we are done with compliance dates lets cover some other items of interest as identified by LTAP. The first is street name signs.
43 Street Name Signs Lettering shall be composed of combination lower case letters with initial upper case letter. First, the lettering needs to be a combination of upper case initial letter followed by lower case. Section 2D.43
44 Street Name Signs Section 2D.43
Quite often I get asked what are the letter heights to use on street name signs. They are all listed in Table 2D-2. Some other questions I get are: Can we go larger to minimize our sign stock in our shops? The answer is yes. Also what size sign should I use if two different types of roadways as shown in Table 2D-2 meet? I would recommend going with the larger one to minimize what you stop and to have a clean looking installation. Section 2D.43
45 Only alternatives to the green background color for Street Name signs are blue, brown, or white*
A new requirement is added to expand and limit the only acceptable alternatives to green for the background color of Street Name signs to blue, brown, or white to eliminate a wide variation in practice among jurisdictions. The white background is only allowed with a black legend. The sign shown at upper left is not allowed. A new OPTION is also added allowing the border to be omitted, as is common practice for post-mounted street name signs. Sometimes inappropriate colors are being used, because these are colors reserved for other traffic control device messages, or the colors used have poor contrast ratio between legend and background. The alternatives allow flexibility for communities in more densely developed areas to distinguish among themselves, providing additional navigational cues to road users. As I mention earlier historic street name signs on lower speed roadways within locally identified historic districts that are consistent with criteria in 36 CFR 60.4 do not have to comply with letter height, background color or retroreflectivity. Part 60 of the code deals with the NATIONAL REGISTER OF HISTORIC PLACES. * A black legend shall be used if a white background is used, otherwise the legend color shall be white Section 2D.43
46 Private Roads The next issue that has been identified by LTAP is the application of the MMUTCD on private roads.
47 MMUTCD applies to private roads that are “open to public travel”
Clarification is added that, for the purpose of MMUTCD applicability, the phrase “open to public travel” includes toll roads and roads within shopping centers, airports, sports arenas, and other similar business and recreation facilities that are privately owned but where the public is allowed to travel without access restrictions. Gated toll roads, private gated properties where public access is restricted at all times shall not be considered to be open to public travel. Remember, Michigan law allows a peace officer may enter upon a private road that is open to the general public to enforce provisions of this act if signs meeting the requirements of the MMUTCD. Toll roads and roads within shopping centers, airports, sports arenas, theme parks, and similar business or recreation facilities that are privately owned, but the public is allowed to travel without access restrictions
48 Parking areas and their driving aisles are not subject to the MMUTCD, however…..
While MMUTCD general principles and standard traffic control device designs should be used in parking facilities, there are some MMUTCD provisions that do not easily translate to conditions typically found in parking lots and parking garages. As a result, in the new MMUTCD, parking spaces and driving aisles in parking lots, both privately and publicly owned, are not subject to the MMUTCD however, if a sign or other traffic device is required in a parking area it shall conform to the requirements of the MMUTCD (Section b of the Michigan Compiled Law). Public Act 235 of 1969 deals with the authorizing of local units of government to regulate and control traffic in parking areas.
49 Please take note! The Effective date of the MMUTCD is December 1, 2011. The Michigan Manual on Uniform Traffic Control Devices is the document for all Michigan road agencies to follow.
50 Where to Find the MMUTCD
Download the 2011 MMUTCD Order the 2011 MMUTCD #60 MMUTCD - $143.99 #61 Part 6 - free You can either down load the 2011 MMUTCD for free or order a hard copy. LTAP has several links pertaining to the MMUTCD including: The updated pages in the 2011 MMUTCD for the new compliance dates, street name signs in historic districts and known errors. Latest listing of known errors in the 2011 MMUTCD. LTAP will also be providing a link to the Federal Register that explains in further detail the reasoning for the change in compliance dates.
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