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Exhibit A <br /> 7. Prepare a list of equipment needed to complete the inspection <br /> 8. Inspection Report forms to IDOT <br /> a. Inspect the bottom of the deck. <br /> b. Inspect the top of the deck along with the parapet/railing. <br /> c. Inspect transverse deck joints. <br /> d. Inspect beams. <br /> e. Inspect abutments. <br /> f. Inspect piers. <br /> g. Inspect other items as appropriate: <br /> i. presence and extent of scour or erosion at the site <br /> ii. presence,types and condition of utilities on or near the structure <br /> iii. condition of the slope protection system <br /> 9. Document structure condition <br /> 10. Structure Evaluation <br /> 11. Update Reports &Exhibits <br /> Task 400—Bridge Design <br /> 1. Verify loading impacts of staged construction to beams. <br /> Coordinate and obtain soil borings, if necessary. Not needed for deck beam replacement <br /> 2. Right of Way assumed not needed. <br /> 3. Confirm beam depth and bridge type with City of Decatur and IDOT Bridge Office <br /> 4. Perform substructure evaluations according to the IDOT BCR Procedures and Practices Manual. It <br /> is assumed that a detailed analysis will be required for one of the two bridges. <br /> 5. Finalize staging plans with City coordination for pedestrian use during construction <br /> 6. Deck beam design/detailing <br /> 7. Concrete wearing surface design/detailing <br /> 8. Approach slab design/detailing <br /> 9. Prepare General Plan and Elevation (GP&E) sheet for Type Size &Location (TS&L) Submittal <br /> 10. Prepare and check quantity calculations <br /> 11. Prepare and check seismic calculations and determine if seismic retrofitting of substructure is <br /> required <br /> 12. Load Rating proposed bridges with AASHTO software and submit to IDOT BB&S office <br /> Task 500—Bridge Plans <br /> Scope 6-05-2017 A-2 <br />