Difference between revisions of "Category:626 Rumble Strips"

Rumble strips are a grooved pattern in the pavement that make road travel safer for motorized vehicles. The grooves alert drivers by causing the vehicle’s wheels to noisily and suddenly vibrate when it leaves the driving lane.

This article deals with both edgeline and centerline rumble strips as well as the construction inspection guidelines that must be considered to achieve a high-quality product. Guidance is also presented for transverse rumble strips, warning devices placed in the driving lane.

For information on Temporary Rumble Strips for use in work zones, refer to EPG 616.6.87 Temporary Rumble Strips (MUTCD 6F.87).

District Responsibility. A higher level of collaboration with the Traffic and Design Divisions of Central Office is necessary prior to a District Engineer’s approval of a design exception to omit or modify systemwide safety improvements (such as rumble strips) on a project.

It is the district's responsibility to re-install obliterated or deteriorated rumble strips.

626.1 Edgeline Rumble Strips

Edgeline rumble strips are used to enhance safety on every shoulder at least 2 ft. wide, unless the shoulder has a curbed section or is intended to be used as a future travel lane. Rumble strips are omitted where the posted speed is less than 50 mph. All major roads will have edgeline rumble strips unless the posted speed is less than 50 mph.

In urban areas, where noise has been identified as a significant issue, the preferred method of mitigation is to offset the rumble strip 1 ft. onto the shoulder. In areas where this offset would be insufficient, rumble strips may be omitted for short sections, by design exception only.

Edgeline rumble strips may be used on minor roadways as a specific safety countermeasure with a paved shoulder. Where several sections of edgeline rumble strips are installed in close proximity, continuity should be maintained.

Edgeline rumble strips are to be milled into bituminous and portland cement concrete. Milling has little or no effect on the integrity of the pavement structure and milled rumble strips produce greater noise and vibration than rolled or formed rumble strips. Refer to Standard Plan 626.00 for details. Edgeline rumble strips are omitted between the radius points for side road approaches, entrances and median crossovers. Edgeline rumble strips should be omitted on bridges and on ramps for diamond, single point, partial cloverleaf and similar types of interchanges, but may be considered on longer ramps for directional or other large interchanges. The length of edgeline rumble strip installation is to be estimated and pay items provided.

Edgeline pavement marking material is sprayed over the rumble strip, creating what is often called a “rumble stripe.”

626.2 Centerline Rumble Strips

Centerline Rumble Strip Marking for Two-Lane Roadway

All two-lane major roads with new pavement will have centerline rumble strips (see figure at right) unless the posted is less than 50 mph. Centerline rumble strips are provided on all major two-lane roads, and on minor roads with a cross-centerline accident history. Rumble strips on a centerline have been shown to reduce head-on crashes by alerting drivers that they are leaving their lane of travel. On roadways with a travelway width of 20 ft., centerline rumble strips become obtrusive and are not recommended.

Passing Lane Centerline Rumble Strip Marking

As with edgeline rumble strips, pavement marking material is sprayed over the centerline rumble strip, creating what is often called a “rumble stripe.”

Rumble strips in the median of typical passing lane roadways (see Passing Lanes Special Sheet) vary somewhat from centerline rumble strips on typical two-lane roadways (see figure below). Passing lanes can operate effectively with no separation between opposing lanes of travel. While no separation is required, AASHTO guidance recommends that some separation, however small, between the lanes in opposite directions of travel is desirable. Therefore, a flush separation of 4 ft. (1.2 m) between the opposing directions of travel is preferred (see typical section), if at all possible.

In order to maintain the integrity of the rumble strip and the pavement, the pavement material must be either concrete or the final lift of bituminous material must be least 1 3/4 in. thick, and the pavement must have a final asphalt thickness of at least 3 3/4 in. Centerline rumble strips are not to be placed on bridges or within the limits of an intersection with left turn lanes. The limits of the intersection are defined by the beginning of the tapers for the left turn lanes. The length of centerline rumble strip installation should be estimated and pay items provided.