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Application Guidelines Regulatory Signs

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Title: Application Guidelines Regulatory Signs


1
Application Guidelines Regulatory Signs
  • Signing Plan Design (At-Grade)
  • June 20, 2012

2
Application of Regulatory SignsMN MUTCD 2B.1
  • Shall be used to inform road users of selected
    traffic laws or regulations and indicate the
    applicability of legal requirements.
  • Shall be installed at or near where the
    regulations apply.
  • Shall be installed to provide adequate visibility
    and legibility in order to obtain compliance

3
6-5.01 Purpose
  • Generally, the only regulatory sign applications
    that are discussed in this Section of the TEM
    are those which
  • Are not specifically addressed in the MN MUTCD
    or
  • Provide additional guidance to that given in the
    MN MUTCD on application, location, and usage of
    certain types of regulatory signs or
  • Establish procedures relating to engineering and
    traffic investigation requirements for certain
    regulatory signs.

4
6-5.05 Bypass Lane
  • See Figure 6.17 for typical signing
  • Installed in accordance with
  • T-intersection, 30 x 30 BYPASS lane at
    beginning of
  • Four-Leg, 30 x 30 BYPASS TURN LANE sign
    installed at beginning of taper

5
6-5.05 Bypass Lane
6
6-5.08 ONE WAY Sign
  • 36" x 12"
  • The standard size for conventional highways.
  • Install it above the 30" x 30 and the 36" x 36"
    STOP signs and either independently or on traffic
    signal poles or pedestals at signalized
    intersections.
  • 48 x 18
  • Above 36 x 36 STOP signs on all city, township,
    or county roads and conventional highways
    intersecting expressways

7
ONE WAY Sign Placement MN MUTCD 2B.40
  • Unsignalized intersections
  • Near right and far left corners
  • Signalized intersections
  • Near the signal faces
  • On the signal poles
  • On the mast arm or span wire
  • Or at same locations as unsignalized ints

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6-5.02 Typical Sign Placement
12
6-5.02 Typical Sign Placement
13
6-5.02 Typical Sign Placement
14
DO NOT ENTER Sign
  • MN MUTCD 2B.37
  • If used, this sign should be placed directly in
    view of a road user at the point where a road
    user could wrongly enter a restricted roadway
  • If the sign would be visible to traffic to which
    it does not apply, the sign should be turned or
    shielded from the view of that traffic.
  • A second sign on the left side of the roadway may
    be used, particularly where traffic approaches
    from an intersecting roadway

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WRONG WAY Sign
  • MN MUTCD 2B.38
  • May be used as a supplement to the DO NOT ENTER
    sign
  • If used, should be placed at a location farther
    from the crossroad than the DO NOT ENTER sign

19
6-5.11 Speed Zone Signing
  • Speed zone signs should be installed in the most
    advantageous locations to promote driver
    compliance
  • Speed limit signs shall be placed at the terminal
    points of each speed zone
  • When entering a lower speed zone, the first speed
    limit sign shall be one size larger than the
    supplemental lower speed zone signs.
  • Supplemental speed limit signs for lower speed
    zones may be placed at intervals approximately
    equal to 60 seconds of travel time at the posted
    speed.

20
6-5.11 Speed Zone Signing
  • Signs should be posted near junctions that are
    major traffic generators.
  • Signs may be spaced closer in urban areas due to
    numerous access points.
  • Signs may be further apart in rural areas where
    the character of the roadway remains constant
    with fewer access points.

21
6-5.12 Stop Signs
  • Primary Location
  • 30 x 30
  • Install on all two-lane, two-way city, township,
    or county roads
  • 36 x 36
  • Freeway and expressway ramps
  • Conventional highways
  • City, township, or county road with more than one
    through lane of approach to an intersection
  • All two-lane, two-way county, city, or township
    roads and conventional highways intersecting
    expressways

22
6-5.12 Stop Signs
  • Additional Location (left side)
  • Install on any road with more than one through
    lane of approach to an intersection based on a
    traffic engineering study.
  • Justification may be based on unusual roadway
    geometrics, sight restrictions, or crash
    problems.
  • Sign size shall not exceed the size of the STOP
    sign on the right side of the road.
  • 30 x 30 minimum
  • Match right side sign size

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