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Printed on:Friday 12/13/2024 03:19 PM 29C0421/AAAJ/147519Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />109 <br />312 <br />Girder/Beam-PS Conc. <br />Bearing-Enclosed <br />2 <br />2 <br />164 <br />2 <br />m <br />each <br /> 164 <br /> 2 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 8 <br />(109) Girder/Beam-PS Conc. <br />(312) Bearing-Enclosed <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 />The enclosed bearing element is included to indicate the presence of bearings on this structure. The bearings were not exposed for <br />visual inspection. No indication of distress or alignment problems were noted in any superstructure element associated with bearings. <br />301 <br />331 <br />Joint-Pourable Seal <br />Seal Adhesion (Joints) <br />Railing-RC <br />Delamination/Spall/Patched Area <br />Damage <br />2 <br />2 <br />2 <br />2 <br />2 <br />22 <br />15 <br />67 <br />1 <br />1 <br />m <br />each <br />m <br />each <br />each <br /> 7 <br /> 0 <br /> 66 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br /> 1 <br /> 15 <br /> 15 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />2320 <br />1080 <br />7000 <br />JOINT - APPROACH - RAIL <br />(301-2320) Seal Adhesion (Joints) <br />(331-1080) Delamination/Spall/Patched Area <br />(331-7000) Damage <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 joint seals at both abutments are failing in adhesion. Approximately 70% of the joint material has separated completely <br />from the headers. (See Photos 3 and 4 dated 09/21/2022). This condition has been previously reported and no significant <br />changes were noted. <br />There is a delamination 8 inches long x 4 inches high x 4 inches wide in the interior face of the right bridge rail near <br />midspan. In addition, there is a spall up to 16 inches long x 12 inches high x 4 inches deep along the interior face of the rail <br />with exposed rusted rebar (moderate section loss). This defect appears to have been caused by vehicular impact. (See <br />Photo 1). This condition has been previously reported and a portion of the previously reported delamination has changed to <br />increased the size in the previously reported spall dimensions. <br />For more information, see the Delamination/Spall defect above. <br />Photo 1 <br />Delamination/spall in the right rial interior side near midspan <br />JOINT/APPROACH/RAIL PHOTOGRAPHS