THIS CONTRACT CONSISTS OF MILLING AND INLAY OF 12.5 MM SUPERPAVE ON SR 39 IN QUITMAN COUNTY. THE PROJECT BEGINS 62 FT. NORTH/WEST OF JCT OF SR 39 AND SR 50 C/L., LOG MILE 0.000 (MM. 6.07),(GPS COORDINATES 31.86054 N. 85.06850 W.) AND ENDING 110 FT. NORTH/WEST OF JCT OF SR 39 AND WEBB’S WAY. C/L. AT EXISTING PAVED JOINT, LOG MILE 2.076 (MM. 8.03),(GPS COORDINATES 31.88227 N. 85.09133 W.). BEGIN VARIABLE DEPTH MILLING (TYPICALLY 1 ½ INCHES) TO MAINTAIN EXISTING ROADWAY PROFILE AND ALLOW FOR SMOOTH TRANSITION. BEGIN FULL WIDTH INLAY OF 12.5 MM SUPERPAVE AT 165 LBS. PER SQUARE YARD. BEGIN RE-STRIPING ROADWAY AS EXISTING WITH THE EXCEPTION OF INCREASING AND/OR MAINTAINING 12 FT. TRAVEL LANES THROUGHOUT THE PROJECT WHERE APPLICABLE. BEGIN REPLACING RPM’s AS REQUIRED. BEGIN INSTALLATION OF EDGE LINE RUMBLE STRIPS AS REQUIRED.
