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Printed on:Friday 05/27/2022 08:41 AM 29C0138/AAAI/75821Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />110 Girder/Beam-RC 2 335 m 335 0 0 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />(110) Girder/Beam-RC <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 State <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <br />(16-521) Concrete Coat.(Meth/Paint/Seal) <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 />The deck was treated with methacrylate in 2001. There are sealed 0.03 to 0.06 inch wide transverse and pattern cracks throughout <br />the bridge. <br />There were no significant defects noted. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0111 <br />330 <br />333 <br />Railing-Metal <br />Railing-Other <br />2 <br />2 <br />56 <br />111 <br />m <br />m <br /> 56 <br /> 111 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 35Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <br />(333) Railing-Other <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 were no significant defects noted. <br />There were no significant defects noted. <br />Photo 6 <br />AC approach cracks and settlement <br />JOINT/RAIL PHOTOGRAPHS