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Printed on:Friday 05/27/2022 08:41 AM 29C0398/AAAG/75821Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Photo 6 <br />Deck cracking <br />Photo 7 <br />Large Diagonal deck cracks <br /> DECK PHOTOGRAPHS <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 />(38-1120) Efflorescence/Rust Staining <br />(38-1130) Cracking (RC and Other) <br />(38-521) Concrete Coat.(Meth/Paint/Seal) <br />(38-521-3540) Effectiveness-(Concrete PC) <br />The amount of soffit cracking and efflorescense with rust staining is increasing. There are soffit cracks up to 0.05 inches wide that <br />extend diagonally from the abutments about 20 feet with rust stains beginning from the face of both abutments. See photo 10. <br />There are 0.05 to 0.1 inch wide by 20 feet long longitudinal and diagonal deck cracks spaced at approximately 3 feet apart in the <br />northbound and southbound lanes beginning from both abutments. These cracks were filled with Methacrylate in 2015 but the cracks <br />appear to be active again. Refer to photo number 2. <br />There are sealed 0.04 to 0.07 inch wide by 8 feet long transverse and 0.05 inch wide pattern deck cracks over Bent 2. Refer to photo <br />number 3. <br />The deck was treated with methacrylate in 2015. <br />The increased cracking and efflorescense seen in the soffit indicate the Methacrylate is not effective in a portion of the deck. <br />(58) (5)DECK RATING = <br />(36a) Rail Code 0010 <br />331 Railing-RC <br />Cracking (RC and Other) <br />2 <br />2 <br />48 <br />16 <br />m <br />each <br /> 32 <br /> 0 <br /> 16 <br /> 16 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1130 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 35Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(331-1130) Cracking (RC and Other) <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 are hairline to 0.03 inch wide vertical cracks in the bridge railings and transverse cracks in the sidewalks. See photo <br />5.