JOINT SEALING. All joints between existing and new pavement; or other cracks requiring repair shall be adequately cleaned and then sealed with PG 67-22 Liquid Asphalt in accordance with the manufacturer’s recommendations. Filling shall be controlled to confine the material within the crack or joint. If, in the opinion of WSDOT’s Construction Representative, the Contractor’s method of filling results in an excessive amount of sealant on the pavement surface, filling shall be stopped and the method changed. Any overflow shall be cleaned from the pavement surface.
JOINT SEALING. All joints between existing and new pavement or other cracks requiring repair shall be cleaned with a stiff-bristled broom and compressed air. The joint or crack shall be sealed with Approved Joint Sealant Material per the Standard Specifications.
