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Printed on:Monday 06/03/2024 10:44 AM 29C0035/AAAU/128915Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />(36a) Rail Code 0010 <br />304 <br />308 <br />330 <br />Joint-Open Expansion <br />Adjacent Deck or Header (Joints) <br />Joint-Steel Sliding Plates <br />Railing-Metal <br />2 <br />2 <br />2 <br />2 <br />28 <br />6 <br />9 <br />210 <br />m <br />each <br />m <br />m <br /> 22 <br /> 0 <br /> 9 <br /> 210 <br /> 6 <br /> 6 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />2360 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 45Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(304-2360) Adjacent Deck or Header (Joints) <br />(308) Joint-Steel Sliding Plates <br />(330) Railing-Metal <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 are up to 1.5 feet long edge spalls along the top of the Abutment 11 backwall near the joint, in both the northbound <br />and southbound lanes. No reinforcement is exposed. Refer to Photo 10. <br />There were no significant defects noted. <br />There were no significant defects noted. <br />Photo 2 <br />Abutment 11 AC approach cracking <br />Photo 3 <br />Abutment 11 right approach rail paving cracked <br />Photo 10 <br />Edge spalls along the header at Abutment 11 <br />JOINT/APPROACH/RAIL PHOTOGRAPHS