W. 6th Street, Bridge Over Root River, P-51-0709

Excavation Common, 5,373 CY; Excavation Marsh, 40 CY; Backfill Structure, 830 Ton; Base Aggregate Dense, 2,869 Ton; Select Crushed Material, 5 Ton; Base Aggregate Open Graded, 58 Ton; Breaker Run, 2,015 Ton; Concrete Pavement, 2,676 SY; Concrete Masonry Bridges, 1,446 CY; Concrete Masonry Seal, 450 CY; Prestressed Girders, 857 LF 54W-Inch, 245 LF 54-Inch; Bar Steel Reinforcement, 60,360 Lbs; Bar Steel Reinforcement Coated, 162,460 Lbs; Structural Steel Stainless, 1,010 Lbs; Piling Steel, 6,945 LF 10-Inch; Marking Epoxy, 3,497 LF; Construction Staking, 3,994 LF; Construction Staking, 32 Each; Construction Staking, 5 LS; Conduit, 2,376 LF; Storm Sewer Pipe, 337 LF 12“, 144 LF 15“, 5 LF 18“, 20 LF 30“; Concrete Curb, 82 LF; Concrete Curb and Gutter, 1,980 LF; Concrete Sidewalk, 6,332 SF; Asphaltic Surface, 97 Ton; HMA Pavement, 260 Ton; Removing Asphaltic Surface Milling, 67 SY; Tack Coat, 80 Gals; Signs, 167 SF; Steel Diaphragms, 16 Each; Railing Steel Pedestrian, 134 LF; Riprap, 150 CY; Shrubs, 8 Each; Pull Boxes, 10 Each; Concrete Bases, 7 Each; Precast Concrete Rib Arch, 40 CY; Wall Modular Block Mechanically Stabilized Earth, 885 SF; Construction Staking Sidewalk, 6,332 SF.

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, Curbs, Gutters, Sidewalks, and Driveways, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.