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Printed on:Wednesday 05/29/2024 05:00 PM 29C0219/AABH/128906Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />13 <br />Photo 7 <br />Tyoical pattern deck cracking in approach spans over the bents <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE <br />DECK ELEMENT INSPECTION RATINGS AND NOTES (58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />303 <br />304 <br />330 <br />Joint-Assembly w/ Seal <br />Joint-Open Expansion <br />Railing-Metal <br />2 <br />2 <br />2 <br />14 <br />14 <br />200 <br />m <br />m <br />m <br /> 14 <br /> 14 <br /> 200 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 25Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(303) Joint-Assembly w/ Seal <br />(304) Joint-Open Expansion <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 />There were no significant defects noted. <br />There were no significant defects noted. <br />Photo 9 <br />Exposed rebar on the right side of Bent Cap 9. <br />JOINT/APPROACH/RAIL PHOTOGRAPHS