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Printed on:Saturday 12/14/2024 10:15 AM 29C0028/AAAT/147518Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />9 <br />Photo 3 <br />Typical deck spalls and abrasion in Spans 2 to 5. Looking from <br />Span 2 at southbound lane <br />Photo 4 <br />Typical deck spalling and exposed rebar. Span 3 southbound <br />lane shown. Note patch <br />Photo 5 <br />Typical deck cracks. Span 1 southbound lane shown <br />Photo 6 <br />Typical deck cracks and abrasion in Spans 2 to 5. Span 5 <br />southbound lane shown <br />Photo 7 <br />Typical condition of the epoxy overlay in the northbound lane. <br />Span 5 shown <br /> DECK PHOTOGRAPHS <br />DECK ELEMENT INSPECTION RATINGS AND NOTES (58) 4DECK RATING = <br />(36a) Rail Code 0000 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL