Specifications include, but are not limited to: A. The Contractor shall furnish and deliver all SS-8 structural steel bridge beams in accordance with the attached approved shop plans and terms and conditions. The bridge beams shall be marked with county number, structure number, number order and hand skew in web near top flange and all on the same end in the same area. The number order shall also be marked on the top flange on the same end (example: A1, A2 and so on for assembly). Additional information is included in the attached plans (see eVA Posting for plans). B. The Contractor shall furnish all of the structural steel including plate girders, diaphragms, connector plates, bearing plates, curb splice plates, curb attachment plates, railing system posts and framing bolts, nuts and washers including twenty-five (25) extra bolts, nuts and washers of all sizes for framing, plus a copy of the approved shop drawings for installation (excluding guardrail and guardrail hardware). The contractor shall also furnish the two non structural W8x31 beams, one of which is galvanized (located on the east side of Span 1), and the other is metallized (located on the west side of Span 1). These two non structural W8x31 beams are for research purposes to evaluate the long-term effectiveness of different corrosion protection systems in a bridge environment.