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Printed on:Thursday 10/03/2024 11:12 AM 29C0353/AAAR/136928Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <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 />Cracking (RC and Other) <br />Deck Wearing Surface-Asphalt <br />Effectiveness (WS) <br />2 <br />2 <br />2 <br />124 <br />195 <br />150 <br />each <br />sq.m <br />each <br /> 0 <br /> 45 <br /> 0 <br /> 124 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 150 <br /> 150 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1130 <br />510 <br />Defect <br />3230 <br />(16-1080) Delamination/Spall/Patched Area <br />(16-1130) Cracking (RC and Other) <br />(16-510-3230) Effectiveness (WS) <br />Routine Inspection Element Notes: <br />The deck was chained during the last routine inspection and the following was found: The portions of the deck that have a thin AC <br />overlay were not chained at that time. <br />In Span 1 approximately 25% of the bare deck is unsound. See Photo 5 dated 06/09/2022. <br />There is intermittent delamination throughout the remainder of the deck within the wheel lines of the large truck traffic. <br />These conditions have been previously reported and no significant changes were noted. <br />There are transverse cracks up to 0.05 inches wide spaced 12 inches on center throughout the visible portions of the deck where the <br />thin AC overlay has worn off. These cracks become pattern cracks spaced as close as 6 inches on center over the piers. (See Photo <br />6 dated 06/09/2022). This condition has been previously reported and no significant changes were noted. <br />The thin overlay is worn through over the area of the wheel line for both directions and is no longer effective. (See Photo 5 dated <br />06/09/2022). This condition has been previously reported and no significant changes were noted. <br />Non-Routine Inspection Element Notes: <br />UWI (05/28/2020): See Table 3 of the report from AECOM. There are 3.7 square feet (1 square meter) of deck soffit spalls with <br />associated exposed reinforcing with section loss. A hands-on inspection of exposed reinforcing steel was not possible by the diver. <br />(58) 5DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal <br />Corrosion <br />2 <br />2 <br />64 <br />32 <br />m <br />each <br /> 32 <br /> 0 <br /> 32 <br /> 32 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1000 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330-1000) Corrosion <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 is light surface rust throughout the right bridge rail. <br />Photo 1 <br />Typical condition of the AC approach at Abutment 1 <br />Photo 2 <br />Typical condition of the AC approach at Abutment 4 <br />JOINT/APPROACH/RAIL PHOTOGRAPHS