This eight panel structure is an old structure and it features highly decorative portal knee bracing, as well as a decorative builder plaque. It features latticed vertical members that are a bit different looking than the standard truss bridge. Earlier pin-connected truss bridges such as this 1880 structure often featured uncommon design for some parts of the bridge. This was because designs had not yet become standardized, and some experimentation was still ongoing. The Gospel Street Bridge is important as a beautiful, and old metal truss bridge that retains good historic integrity.
Researching Cleveland bridge companies is difficult because between different companies with similar names, and also some companies changing their names, the various companies can become difficult to keep straight. This bridge was built by the company that had "And Iron" in its name. There were others, for example, the Cleveland Bridge Company is different than the Cleveland Bridge and Iron Company. In any case, this bridge is a rare surviving example of its builder.
The Gospel Street Bridge is located next to a separate pedestrian bridge that is itself old and worthy of attention. It appears to be a late bowstring truss bridge, perhaps built in the 1930s. It features riveted connections.
Information and Findings From DHPA Historic Bridge Survey
Statement of Significance
Hobson and Associates correctly identify this bridge as "a historic landmark", "a fine example of the first class construction and craftmanship of the last century with many features not common to bridge construction of the era." One of two surviving Pratts built by this noteworthy Ohio firm, the structure retains its original members including unique floor beams. Many of the bridge's decorative features are still intact; e.g., heavy and latticed struts and bracing, latticed portals and guardrails, and cast iron portal bracing.
Cleveland Bridge and Iron Company of Cleveland, Ohio, fabricated this
single-span, pin-connected Pratt through truss which is seated upon cut
stone abutments and wingwalls. Intermediate verticals of laced channels
subdivide the 93'6" truss into most of its eight panels. The endpost
verticals are crafted from latticed Ts. Eyebars provide the diagonals:
pairs stretch toward center span from the top panel point to the bottom
of all except the endpost panels; cylindrical eyebars with turnbuckles
counter the others in the four most central panels. Double U-bolted to
the lower pins, special girder floor beams carry the timber deck with
its 14'6" roadway and 13'6" of vertical clearance. Instead of a solid
plate at the heart of the bow-shaped girders, angles and rectangular
strips form a central web.
Bridge Considered Historic By Survey: Yes
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