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Printed on:Thursday 10/03/2024 11:50 AM 29C0372/AAAO/136925Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />Photo 5 <br />Typical deck cracks near the supports. Near Abutment 1 shown <br />Photo 6 <br />Typical deck cracks near the supports. Span 2 near Bent 2 <br />shown <br /> DECK PHOTOGRAPHS <br />110 Girder/Beam-RC <br />Cracking (RC and Other) <br />2 <br />2 <br />184 <br />17 <br />m <br />each <br /> 167 <br /> 0 <br /> 17 <br /> 17 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />1130 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) (6) <br />(110-1130) Cracking (RC and 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 State <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <br />(16) Top Flange-RC <br />(16-1130) Cracking (RC and 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 are remnants of a thin overlay present on 10% of the bridge deck along the left and right shoulders and along the centerline of <br />the deck. (See Photo 1). For coding purposes, this is considered a bare RC deck. <br />There are transverse cracks up to 0.03 inches wide, with edge spalling, spaced 12 inches on center near the supports. (See Photos 5 <br />and 6). <br />There are diagonal cracks up to 0.02 inches spaced 5 feet on center in the girders within the first 10 feet of the abutments. (See <br />Photo 1 dated 06/13/2020). This condition has been previously reported and no significant changes were noted. <br />(58) 5DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 93 m 93 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <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 were no significant defects noted.