Cullinan Park Pedestrian Bridges

Design and fabrication of two identical pedestrian truss bridges. Bridge span shall be 120’ – 0” (straight line dimension) and shall be measured from each end of the bridge structure. Bridge width shall be 10’ – 0” clear and shall be measured from the inside face of the safety system. Bridges shall be designed as a Half-Through Pratt truss, that has one diagonal per truss panel and plumb end vertical members. Interior vertical members shall be perpendicular to the chord faces. Bridges shall be designed utilizing an H-section configuration where the floor beams are placed inside. for future concrete slab.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.