C.H. 64 (Oakley Avenue) Over The Vermillion River Road Improvements

The work consists of removing the existing approach slabs and abutments and replacing with semi-integral approaches and abutments, removing and replacing the west abutment wingwalls, jacking and repositioning existing bearings, drainage improvements and slopewall repair at the bridge over the Vermilion River. The work also includes the removal and replacement of two 48" Ø corrugated metal pipe culverts with one 6'-0" x 5'-0" precast concrete box culvert with approach roadway work thereto. Total distance of 1,455.69 FT, of which a distance of 362.85 (0.069 miles) are to be improved. 121 CY CONC REM; 23 CY CONC STRUC; 50 CY CONC SUP; 84 CY CONC SUP (APPR); 42,680 LBS REBAR (EPOXY); 8 EA JACK AND REPOSITION BRG; 63 FT PRECAST CONC BOX 6` X 5`; 2 EA BOX CULV END SEC; 157 FT P CULV; CL A; TY 1; 12"; 44 FT CCCG; TY B 6.24; ETC.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.