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Printed on:Thursday 10/03/2024 11:12 AM 29C0352/AAAR/136928Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />110 Girder/Beam-RC 2 131 m 86 0 45 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 4 <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 Wearing Surface-Asphalt <br />Cracking-AC (WS) <br />Effectiveness (WS) <br />2 <br />2 <br />2 <br />199 <br />50 <br />40 <br />sq.m <br />each <br />each <br /> 109 <br /> 0 <br /> 0 <br /> 50 <br /> 50 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 40 <br /> 0 <br /> 40 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />510 <br />Defect <br />3220 <br />3230 <br />(16-1080) Delamination/Spall/Patched Area <br />(16-510-3220) Cracking-AC (WS) <br />(16-510-3230) Effectiveness (WS) <br />Routine Inspection Element Notes: <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 at least two spalls up to 12 inches in diameter x 1 inch deep with vary degrees of exposed rebar in the deck soffit in Spans <br />2 and 3. (See Photo 6 dated 11/02/2022). Due to high water levels this condition was not verified during this investigation. <br />There are transverse cracks up to 0.2 inches wide spaced as close as 12 inches on center in the thin overlay near each pier. <br />The thin overlay is worn through in a few areas near the centerline and within the wheel lines. This condition accounts for <br />approximately 20% of the wear surface. (See Photo 5 dated 06/09/2022). This condition has been previously reported and no <br />significant changes were noted. <br />Non-Routine Inspection Element Notes: <br />UWI (05/28/2020): See Table 3 of the attached report from AECOM. There are 2.5 square feet (1 square meter) of deck soffit spalls <br />with associated exposed reinforcing with section loss. A hands-on inspection of exposed reinforcing steel was not possible by the <br />diver. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 67 m 67 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. <br />Photo 1 <br />Typical condition of the AC approach at Abutment 1 <br />JOINT/APPROACH/RAIL PHOTOGRAPHS