!--- page opening tags ---> Intersection Safety: A Manual for Local Rural Road Owners - Safety | Federal Highway Administration

U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
202-366-4000


Skip to content
FacebookYouTubeTwitterFlickrLinkedIn

Safety

eSubscribe
eSubscribe Envelope

FHWA Home / Safety / Local and Rural Road / Intersection Safety: A Manual for Local Rural Road Owners

Intersection Safety: A Manual for Local Rural Road Owners

Table of Contents

Appendix B - MUTCD Compliance Issues at Rural, Two-Way Stop-Controlled Intersections

All Signs

Retroreflectivity (MUTCD Table 2A-3)

The MUTCD provides suggestions for methods to be used:

  1. Visual Nighttime Inspection - The retroreflectivity of an existing sign is assessed by a trained sign inspector conducting a visual inspection from a moving vehicle during nighttime conditions. Signs that are visually identified by the inspector to have retroreflectivity below the minimum acceptable level should be replaced.
  2. Measured Sign Retroreflectivity - Sign retroreflectivity is measured using a retroreflectometer. Signs with retroreflectivity below the minimum acceptable level should be replaced.
  3. Expected Sign Life - When signs are installed, the installation date is labeled or recorded so that the age of a sign is known. The age of the sign is compared to the expected sign life. The expected sign life is based on the experience of sign retroreflectivity degradation in a geographic area compared to the minimum acceptable level. Signs older than the expected life should be replaced.
  4. Blanket Replacement - All signs in an area/corridor, or of a given type, should be replaced at specified intervals. This eliminates the need to assess retroreflectivity or track the life of individual signs. The replacement interval is based on the expected sign life compared to the minimum levels for the shortest-life material used on the affected signs.
  5. Control Signs - Replacement of signs in the field is based on the performance of a sample of control signs. The control signs might be a small sample located in a maintenance yard or a sample of signs in the field. The control signs are monitored to determine the end of retroreflective life for the associated signs. All field signs represented by the control sample should be replaced before the retroreflectivity levels of the control sample reach the minimum acceptable level.
Other Methods - Other methods developed based on engineering studies can be used.

Roadside Placement (MUTCD, Figure 2A-2)

For a typical rural road with no shoulder, the sign should be placed on the right side of the roadway, 12 feet laterally from the edge of the traveled way. In terms of vertical height, the bottom of the sign should be installed 5 feet above the ground elevation at the edge of pavement.

Enhancing Sign Conspicuity Cost Effectively (MUTCD Figure 2A-1)

In a situation where it is desirable to enhance a sign's conspicuity, any of the following methods may be used:

Regulatory Signs and Markings

Stop Sign (R1-1)

Sign Size
The minimum size for a STOP sign shall be 30" x 30" for a typical rural, two-lane facility.

Stop Bars

Design

Stop bars shall be a solid white line.
Stop bars should be 12-24" wide.

Placement

The stop line should be placed at the desired stopping or yielding point, but should not be placed more than 30 feet or less than 4 feet from the nearest edge of the intersecting traveled way.

Pavement Markings

Design
Markings should be visible at night by use of retroreflectivity or ambient illumination (Section 3A.03).
The MUTCD specifies allowable colors for pavement markings and the function of each color. (Section 3A.05).

Placement
To avoid confusion to the road user, pavement markings should be placed according to the MUTCD, and pavement markings which are no longer applicable should be removed (Section 3A.02)

Warning Signs

All Signs

When to use
The use of warning signs shall be based on an engineering study or on engineering judgment.

Placement
Warning signs should be installed in advanced of the intersection in accordance with Table 2C-4, which provides placement distances based on speed.

Stop Ahead (W3-1)

Sign Size
30" x 30" minimum

These signs shall be installed on an approach to a STOP sign that is not visible for a sufficient distance to permit the road user to respond to the device.
To be used only on the "side road" that must come to a stop.

Intersection Ahead (W2-1, W2-2, W2-3, W2-4)

Sign Size
30" x 30" minimum

The Intersection Warning sign should illustrate and depict the general configuration of the intersecting roadway, such as cross road, side road, T-intersection, or Y-intersection.

Advisory Speed Plaque (W13-1P)

Sign Size
18" x 18"

Roadside Placement
The sign height changes when a speed plaque is added. See Figure 2A-2, Page 38, for details.

Two-Direction Large Arrow (W1-7)

Sign Size
48" x 24"

The two-direction large arrow shall be installed on the far side of a T-Intersection in line with, and at approximately a right angle to, traffic approaching from the stem of the T-intersection.


previous | Table of Contents

Page last modified on September 5, 2011.
Safe Roads for a Safer Future - Investment in roadway safety saves lives
Federal Highway Administration | 1200 New Jersey Avenue, SE | Washington, DC 20590 | 202-366-4000