by engineering | Oct 20, 2012 | Bridge Design, Highways & Roadways, Transportation Design
A routine inspection was performed for this 8-span steel plate girder bridge (142’-8” Spans 1 and 8 / 134’-6” Spans 2 thru 7; 1097’-7” total length back-to-back abutments) with 43’-2″-wide reinforced concrete deck. The East and West Abutments are stub abutments...
