Pavement Preservation and Maintenance Services – District 4

2026-11-03

THIS CONTRACT CONSISTS OF SINGLE SURFACE TREATMENT AND THIN LIFT OVERLAY ON SR 64 IN BERRIEN COUNTY . THE PROJECT BEGINS 75 FT . EAST OF JCT OF SR 135 AND SR 64 / 168 C / L . AT EXISTING PAVD JOINT AT LOG MILE 0 . 000 ( MM . 10 . 39 ) ( GPS COORDINATES 31 . 16343 N . 83 . 08748 W .) AND ENDING AT ALAPAHA RIVER TRAILING APPROACH DECK JOINT AT BERRIEN / LANIER C / L . AT LOG MILE 2 . 988 ( MM . 13 . 37 ) ( GPS COORDINATES 31 . 15663 N . 83 . 03885 W .). BEGIN FULL WIDTH VARIABLE DEPTH MILLING ( TYPICAL 1 1 / 4 INCHES ) TO MAINTAIN EXISTING ROADWAY PROFILE AND ALLOW FOR SMOOTH TRANSITION AS NOTED IN LOG MILE . BEGIN FULL WIDTH SINGLE SURFACE TREATMENT WITH NO . 7 STONE SIZE AS NOTED IN LOG MILE . BEGIN FULL WIDTH THIN LIFT INLAY / OVERLAY OF 9 . 5 MM SUPERPAVE AT 135 LBS . PER SQUARE YARD AS NOTED IN LOG MILE . 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 CLIPPING EXISTING PAVEMENT WIDE ENOUGH TO VERIFY EDGE OF ROADWAY . BEGIN INSTALLATION OF SINUSOIDAL EDGE LINE AND CENTERLINE RUMBLE STRIPS AS REQUIRED . BEGIN INSTALLATION OF SINUSOIDAL EDGE LINE RUMBLE STRIPS 6 INCHES OUTSIDE OF EDGE LINE AS NOTED IN LOG MILE .

Georgia

2026-04-29