Summary
Work consists of 6 CY, Class 1B excavation (removal of existing pavement to neat lines); 10 TN, superpave asphalt mixture design WMA base course PG 64-22, 0.0 to 0.3 million ESAL's, 25mm mix (5-IN depth) (pavement repairs); 6 TN, superpave asphalt mixture design wma fine graded wearing course, PG 64-22, 0.0 to 0.3 million esal s, 9. 5mm mix, SRL-E (1-1/2-IN depth and depth varies) (pavement repairs, pothole patch and fill depressions); 4,100 SY, double asphalt seal coat, SRL-E. Includes preparation of existing surfaces; 1 LS, street sweeping during and after asphalt seal coat operation; 1 LS, Asphalt joint and crack sealing. Includes sealing joints and cracks 1/2-IN wide and larger prior to asphalt seal coat using rubberized joint sealing material.