823 feet east and west of the bridge
The structure consists of concrete encased steel beams with significant spalling and loss of section. The bridge is currently load posted and it has a sufficiency rating of 36.3. The bridge is structurally deficient and was selected by the Pontis Bridge Management System for work.
Replace the deteriorated structure with precast prestressed concrete box beams on Geosynthetic Reinforced Soil-Integrated Bridge System (GRS-IBS). Riprap will be placed into the streambed to protect the proposed foundations from future scour. Additional work will include the installation of guardrail and the reconstruction of the approach roadway.
Design work to be completed November 2011
Completed Summer/Fall 2012.