Specifications include, but are not limited to: Bridge Concrete Wearing Surface Replacement, Pour in Place Joint Seal and other incidental work. Iron Bridge Route 136/Main Street Auburn 44:05:17.22 -70:13:31.07 The Work consist of scarifying and replacing the bridge deck wearing surface, milling and paving approach surfaces, installing pourable bridge joint seals and other incidental work. Item 202.202 Removing Pavement Surface x Mill bridge approaches 2” nominal depth curb to curb. Northern and Southern approaches are approximately 25’ long by 46’ wide. Total mill length is approximately 50’. Milling limits may be adjusted by the Department to fit field conditions. Item 202.30 Removing Existing Concrete Wearing Surface x Scarify bridge wearing surface 2” nominal depth. Scarify joint to joint and curb to curb. Bridge scarifying dimensions are approximately 95’ x 46’. Item 403.2101 Hot Mix Asphalt 9.5 mm (Surface) x Approach course shall be placed at 2” depth on all milled bridge approach surfaces. x Butt joints will not be paid for separately but will be considered incidental to Item 202.202 Removing Pavement Surface. x Contractor shall place approach HMA in accordance with Standard Specification 403.