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Printed on: Wednesday 06/12/2024 01:43 PM 29C0484/DSMI/127189Page of6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />10 <br />Photo 14 <br />Deck in Span 2, Span 1 beyond. Exposed reinforcing bars, <br />spalls. Photo taken from ferry. <br />Photo 15 <br />Deck in Span 2, Span 1 beyond. Exposed reinforcing bars, <br />spalls. Photo taken from ferry. <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59)5 <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 />(38-1080) Delamination/Spall/Patched Area <br />(38-1090) Exposed Rebar (PS Conc./RC) <br />(38-1190) Abrasion (PS Conc./RC) <br />This does not warrant structural review since the end of the ferry which carries the loads bridges over this area. <br />Exposed reinforcing bars were visible in the submerged area of Span 2. <br />This does not warrant structural review since the ferry bridges over the submerged area of Span 2. <br />Abrasion or wearing has exposed coarse aggregate but the aggregate remains secure in the concrete. <br />(58)5DECK RATING = <br />(36a) Rail Code 0000 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 5Roadway Speed MPH <br />JOINT - APPROACH - RAIL