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Printed on:Friday 09/15/2023 03:32 PM 29C0111/AAAO/105989Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Photo 2 <br />Typical condition of asphalt deck overlay <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <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 />Efflorescence/Rust Staining <br />Cracking (RC and Other) <br />Deck Wearing Surface-Asphalt <br />2 <br />2 <br />2 <br />3 <br />78 <br />385 <br />each <br />each <br />sq.m <br /> 0 <br /> 0 <br /> 385 <br /> 3 <br /> 78 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1120 <br />1130 <br />510 <br />Defect <br />(16) Top Flange-RC <br />(16-1120) Efflorescence/Rust Staining <br />(16-1130) Cracking (RC and Other) <br />(16-510) Deck Wearing Surface-Asphalt <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 is AC overlay present within the traveled way on the deck of the RC top flange. The deck outside of the traveled way is bare. <br />There are 0.012 inch wide diagonal cracks with minor efflorescence in the soffits in Bays 2 and 3 in Span 2 near Pier 3. Based on a <br />comparison to the 03/19/2019 Photo 8, this condition has remained unchanged. <br />There are 0.02 inch wide transverse and longitudinal cracks, spaced 1 to 2 feet on center present in the bare areas of the deck near <br />the supports. See Photo 2. This condition affects approximately 15% of the deck area. <br />There are 0.125 inch wide transverse and longitudinal cracks, spaced 1 to 3 feet on center in the AC overlay at the supports. The <br />cracks are extensions of the RC deck cracks in the bare areas of the deck. See Photo 2. This condition does not warrant a defect at <br />this time. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 106 m 106 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 are galvanized. <br />There were no significant defects noted.