02761Longitudinal Rumble Strip

LONGITUDINAL RUMBLE STRIP

PART 1 GENERAL

1.1SECTION INCLUDES

1.2RELATED SECTIONS

1.3REFERENCES Not Used

1.4DEFINITIONS Not Used

1.5SUBMITTALS Not Used

1.6ACCEPTANCE

strip not installed according to PV series Standard Drawings, and according to Tables 1 and 2.

Table 1 Difference from Specified Depth Pay Factor 0%-20% 1 > 20%-33% 0.75 > 33%-50% 0.50 > 50% Remove and Replace

Table 2 Offset from Control Line Pay Factor 0-2 inch 1 > 2-4 inch 0.50 > 4 inch Remove and Replace

Longitudinal Rumble Strip

deep and a minimum of 4 ft wide with no new joints in wheel paths, leaving no pavement section less than 4 ft wide.

PART 2 PRODUCTS

2.1RUMBLE STRIP SEAL

Section 02742S.

2.2EQUIPMENT

head capable of obtaining the required groove width, depth and length in a single pass while moving in the same direction as the traffic flow.

suspension from the power unit to allow the head to self align with the slope of the shoulder.

inch between peaks or valleys.

PART 3 EXECUTION

3.1INSTALLATION

PV Series Standard Drawings.

shown, before installation of longitudinal rumble strip.

placement of Chip Seal Coat.

placement of Chip Seal Coat.

Longitudinal Rumble Strip

dribble/drip line, temporary pavement marking material, or permanent application of pavement marking material according to the installation of longitudinal rumble strip.

tangents and no greater than 50 ft on curves.

equipment is moved to another location, to demonstrate that the equipment, personnel, and methods of operation are capable of producing acceptable results without damaging the pavement.

the satisfaction of the Engineer before applying rumble strip seal.

has been installed in the roadway.

method to achieve uniform application rate and to prevent shadow areas of thinner application depths.

grinds.

each side.

regulations.

END OF SECTION

Longitudinal Rumble Strip