SECTION 517 — TRANSVERSE GROOVING OF CONCRETE PAVEMENT FOR RETEXTURING
517.1 DESCRIPTION —
This work is the cutting of transverse grooves in existing cement concrete pavement after the original texture has been lost.
517.3 CONSTRUCTION —
Satisfactorily groove the existing pavement surface transversely between the limiting stations indicated. Do not use flailing type equipment. Cut grooves 3/32-inch in width, with a tolerance of +1/16-inch, a 3/4-inch center-to-center spacing, and a minimum depth of 3/16-inch. Do not cut grooves within 6 inches of the outside edge or centerline pavement joint. Do not permit cutting slurry to accumulate on adjacent lanes. Remove the slurry and satisfactorily clean the lanes as work progresses.
517.4 MEASUREMENT AND PAYMENT —
Square Yard Measured on the finished grooved area.
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