PSA - Planning Market District Improvements Proj No. 123-053 – American Structurepoint, Inc.

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2) Review of bridge substructures and foundations to geometrically accommodate the proposed roadway typical section of the roads under the bridges. 3) Removal of deck and framing that connect to the northwest ramp bridge, SR 23 Ramp over South Bank of St. Joseph River. c. SR 23/SR 933 NB/Eddy St. over SR 933 NB/Lincolnway Ave (Str. No. 023-71-04992 B) 1) Bridge deck rehabilitation to support the proposed roadway typical section. The overall width of the bridge deck will not be widened. 2) Review of bridge substructures and foundations to geometrically accommodate the proposed roadway typical section of the roads under the bridges. d. SR 23 Ramp over South Bank of St. Joseph River (Str. No. 023-71-04993 CNWE) 1) Removal of the bridge. e. Sample St. over St. Joseph River (Str. No. 71-00208) 1) Rehabilitation of the sidewalk supports to widen the sidewalk. The existing bridge railings and roadway on the bridge will not be changed by the project. f. NS & GTW Railroad over SR 23/SR 933/Sample St. (Str. No. (23)33-71-02534) 1) Review the structure to confirm no impacts by the proposed roadway typical section under the bridge. Rehabilitation is not included in the scope of work. The CONSULTANT will evaluate existing conditions of each bridge to identify impacts by the proposed roadway work and provide a brief summary of the findings. This includes rehabilitation recommendations and a preliminary opinion of probable construction cost, which will be in accordance with the accepted standards for such work and in accordance with the following documents in effect at the time the report is submitted: AASHTO LRFD Bridge Design Specifications, 9th Edition and subsequent interims and the INDOT Design Manual. 4. The CONSULTANT shall conduct a field inspection of the bridges and prepare a bridge inspection report including rehabilitation recommendations and a preliminary opinion of probable construction cost, which will be in accordance with the accepted standards for such work and in accordance with the following documents in effect at the time the report is submitted: AASHTO LRFD Bridge Design Specifications, 9th Edition and subsequent interims and the INDOT Design Manual. a. The field inspection will include field measurements of the substructures of the bridges not included in the topographic field survey. These measurements will be used to coordinate that no impacts will occur by the proposed work under the bridges. The CONSULTANT shall prepare Stage 1 plans and a preliminary opinion of probable construction cost, which will be in accordance with the accepted standards for such work and in accordance with the following documents in effect at the time the plans or reports are submitted: AASHTO LRFD Bridge Design Specifications, 9th Edition and subsequent interims and the INDOT Design Manual. a. Stage 1 plans will be developed for vehicular bridges only. The railroad bridges and culvert will not have Stage 1 plans developed. Page 9 (Exhibit A — Engineer's Services) EJCDC E-500 Agreement Between Owner and Engineer for Professional Services Copyright © 2008 National Society of Professional Engineers for EJCDC. All rights reserved.