Type of Improvement: BRIDGE REPLACEMENT WITH ASSOCIATED APPROACH WORK

Firm's Structural Proj Mgr: ROBERT B. QUISENBERRY,P.E.,L.S.,V.P.-STRUCTURES, FIRM PRINCIPAL

Firm's Structural Proj Engr: PAUL L. HENDRICK, P.E., PROJECT DESIGN ENGINEER

Firm's Roadway Proj Engr: WILLIAM B. WEST, P.E., L.S., SR. VICE PRESIDENT, FIRM PRINCIPAL

Project Description:

This bridge was a replacement for an older concrete bridge that carries overflow from Rough River and was scheduled for construction in early 1995. The old bridge was to be removed and the new wider bridge built on the same alignment. A temporary detour is to be provided to maintain traffic. The new structure is proposed to be a single span with a length of 48 feet. The framing will consist of a concrete deck on PCI-beams. The substructures are two integral end bents on piling and are square with the roadway.

The Consultant was responsible for: The Department was responsible for:

1. All surveys and field work. 1. Geotechnical Investigation.

2. Preparation of Grade and Drain 2. Final Bridge Plans.

Plans for approaches.

3. Preparing drainage situation including

all calculations and compiling Drainage Folder.

4. Preparing Advance Situation Folder.

5. Cost Estimate.