Buy Stop Signs – R1 Series Signs

stop sign r1-1 aluminum stop signs printed in USABuy Stop Signs – R1 Series Signs

R1 Series Signs STOP, YIELD, and Pedestrian Crossing

 

  • R1-2 Yield
  • R1-2aP To Oncoming Traffic (plaque)
  • R1-3P All Way (plaque)
  • R1-5 Yield Here to Pedestrians
  • R1-5a Yield Here to Pedestrians
  • R1-5b Stop Here For Pedestrians
  • R1-5c Stop Here For Pedestrians
  • R1-6 In-Street Pedestrian Crossing (Yield)
  • R1-6a In-Street Pedestrian Crossing (Stop)
  • R1-6b In-Street School Crossing (Yield)
  • R1-6c In-Street School Crossing (Stop)
  • R1-7 Wait On Stop
  • R1-8 Go On Slow
  • R1-9 Overhead Pedestrian Crossing (Yield)
  • R1-9a Overhead Pedestrian Crossing (Stop)
  • R1-10P Except Right Turn (plaque)
  • https://mutcd.fhwa.dot.gov/htm/2009r1r2/part2/part2b.htm#section2B04
  • Standard:
    01 When it is determined that a full stop is always required on an approach to an intersection, a STOP (R1-1) sign (see Figure 2B-1) shall be used.

    Figure 2B-1 STOP and YIELD Signs and Plaques

    R1 Series Signs 

    02 The STOP sign shall be an octagon with a white legend and border on a red background.

    03 Secondary legends shall not be used on STOP sign faces.

    04 At intersections where all approaches are controlled by STOP signs (see Section 2B.07), an ALL WAY supplemental plaque (R1-3P) shall be mounted below each STOP sign. The ALL WAY plaque (see Figure 2B-1) shall have a white legend and border on a red background.

    05 The ALL WAY plaque shall only be used if all intersection approaches are controlled by STOP signs.

    06 Supplemental plaques with legends such as 2-WAY, 3-WAY, 4-WAY, or other numbers of ways shall not be used with STOP signs.

    Support:
    07 The use of the CROSS TRAFFIC DOES NOT STOP (W4-4P) plaque (and other plaques with variations of this word message) is described in Section 2C.59.

    Guidance:
    08 Plaques with the appropriate alternative messages of TRAFFIC FROM LEFT (RIGHT) DOES NOT STOP (W4-4aP) or ONCOMING TRAFFIC DOES NOT STOP (W4-4bP) should be used at intersections where STOP signs control all but one approach to the intersection, unless the only non-stopped approach is from a one-way street.

    Option:
    09 An EXCEPT RIGHT TURN (R1-10P) plaque (see Figure 2B-1) may be mounted below the STOP sign if an engineering study determines that a special combination of geometry and traffic volumes is present that makes it possible for right-turning traffic on the approach to be permitted to enter the intersection without stopping.

    Support:
    10 The design and application of Stop Beacons are described in Section 4L.05.

    Section 2B.06 STOP Sign Applications

    Guidance:
    01 At intersections where a full stop is not necessary at all times, consideration should first be given to using less restrictive measures such as YIELD signs (see Sections 2B.08 and 2B.09).

    02 The use of STOP signs on the minor-street approaches should be considered if engineering judgment indicates that a stop is always required because of one or more of the following conditions:

    1. The vehicular traffic volumes on the through street or highway exceed 6,000 vehicles per day;
    2. A restricted view exists that requires road users to stop in order to adequately observe conflicting traffic on the through street or highway; and/or
    3. Crash records indicate that three or more crashes that are susceptible to correction by the installation of a STOP sign have been reported within a 12-month period, or that five or more such crashes have been reported within a 2-year period. Such crashes include right-angle collisions involving road users on the minor-street approach failing to yield the right-of-way to traffic on the through street or highway.

    Support:
    03 The use of STOP signs at grade crossings is described in Sections 8B.04 and 8B.05.

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