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Printed on:Friday 09/15/2023 03:37 PM 29C0212/AAAL/105992Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />9 <br />Photo 5 <br />Typical cracking with efflorescence, this is Bay 1 in Span 3 <br />Photo 6 <br />Typical crack with efflorescence <br />Photo 7 <br />Cracking with brown staining in Span 1 of Bay 4 <br />Photo 8 <br />Typical cracks in the AC deck overlay over supports <br /> DECK PHOTOGRAPHS <br />DECK ELEMENT INSPECTION RATINGS AND NOTES (58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 105 m 105 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 />The bridge rails were galvanized. <br />The termination of the metal beam bridge rail at the left side of Abutment 4 is distorted away from the roadway <br />approximately 6 inches. The termination is located beyond the end of the bridge and does not warrant a defect to Element <br />330. <br />There were no significant defects noted.