Posted July 1, 2008, by Dwayne R. Bonner, P.E. (dbonner [at] ftcweb [dot] net)
Collapsed by overweight truck in 1999. Replaced by 3 span plate girder (130ft+240ft+130ft=600 ft. total main spans) with prestressed concrete approach spans. Replacement Bridge designed by Maxwell T. Huff, P.E.; Built by T.L. Wallace, Inc.