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Printed on:Tuesday 11/28/2023 08:06 AM 29C0070/AAAN/114843Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />Photo 8 <br />AC Overlay Cracks <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES (58) 7DECK RATING = <br />(36a) Rail Code 0010 <br />333 Railing-Other <br />Delamination/Spall/Patched Area <br />2 <br />2 <br />37 <br />1 <br />m <br />each <br /> 36 <br /> 0 <br /> 1 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1080 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 45Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(333-1080) Delamination/Spall/Patched Area <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition StateDefect/ <br />Prot Defect <br />There is a patched spall along the exterior side of the left bridge rail near Abutment 1 (see Photo 9). The patch is not full <br />thickness but does adequately cover the previously exposed rusted rebar. <br />Photo 9 <br />Rail Spall (near Abutment 1 left side) <br />JOINT/APPROACH/RAIL PHOTOGRAPHS