Description of the property
portals, a metal roof(much missing), vertical, high-boarded siding, and Of damage to the roof and rafters in a windstorm in February 1974. Much CONDITION UNEXPOSED RUINS EXCELLENT GOOD FAIR XDETERIORATED traffic until repairs are made. considered to be the first panel truss and the first truss into which CHECK ONE counterbraces in the form of an X between wooden verticals. and there is no lean to the structure.The bridge is closed to all cut-stone abutments. lengthwise and resting on 11" x 3" joists. bridge about 1o' out from each abutment. The floor is one layer, laid 2 3/4".
The upper chords are 3-11" x 5k" and the lower chords are 1- The structure under consideration is a one-span wooden truss covered mathematical calculations entered.The Lynchburg Bridge is a lo panel The condition of the Lgmchburg Bridge is not good at this time because siding is also gone.The trusses of the bridge seem sturdy, however, The roadway width is 16'5" and the overall width of the structure is John C. Gregg of Hillsboro, Ohio,using the Long truss plan.This truss was patented in 1830 by Col.Stephan H. Long of the U.S. Army Topo- AREAS OF









