Specifications include, but are not limited to: 3.1. Span Bridge span shall be 70’ ft measured from outside of end post to outside of end post. 3.2. Width Interior clear width of the bridge shall be 6’ ft measured from innermost point of rail to innermost point of rail. 3.3. System 3.3.1.Bridge shall be a Pratt style aluminum truss bridge, as defined in the structural drawings and this specification, or similar in look and function. Style must be approved in accordance with section 1.1 of this specification. 3.3.2.Bridge shall be fabricated and delivered as continuous and pre-assembled structures unless midspan splices are required. 3.3.3.Bridge shall be designed utilizing an H-section configuration, where the floor support system intersects the truss verticals above the bottom chord to increase stability. 3.3.4.The top of the top chord shall not be less than 54” above the finished deck for bicycle traffic.