Greene & Bradford, Inc. provided Phase I, II & III service to the City of Taylorville of surveying, preparing plans and specifications, Construction Staking, Construction Guidance and Construction Inspection for structural replacement of the existing five-span structure and replacing it with four-span WF beam bridge and integral abutment on the same alignment. Farnsworth Group was utilized as sub-consultants for the Structural Design of the Bridge. The proposed Structure was 345-feet long and 30-feet wide. The work included performing Bridge Condition Reports, Hydraulics study, preparing Preliminary Bridge Hydraulic report and Contract Documents, Documentation of contract quantities and material inspection during the construction.