North Pope Creek Bridge Replacement

Remove Existing Single Span Structure and Replace With a Double Barrel (13`x8`) Rc Box Culvert And Approach Work Thereto. Earth Excavation 228 Cu Yd, Stone Rip Rap Class a4 (249 Sq Yd), Filter Fabric (249 Sq Yd), Aggregate Surface Course Type a (225 Ton), Removal Of Existing Structures (1 Each), Reinforcement Bars Epoxy Coated (21,800 Pounds), Steel Railing Type 1 (61 Foot), Name Plates (2 Each), Concrete Box Culverts (146 Cu Yd), Traffic Barrier Terminal Type 2 (4 Each), Traffic Barrier Terminal Type 5a (4 Each), Construction Lay Out (1 l Sum), Seeding, Class 2 Special (0.16 Acre), Porous Granular Backfill Special (95 Cu Yd), Traffic Control And Protection Special (1 l Sum), Membrane Water Proofing For Buried Structures (107 Sq Yd), (Erosion Control Blanket (788 Sq Yd), Temporary Erosion Control Seeding (16 Pounds), Temporary Ditch Checks (40 Foot), Perimeter Erosion Control Barrier (331 Foot),

Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.