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Printed on:Thursday 10/03/2024 11:50 AM 29C0373/AAAP/136925Pageof7 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />Photo 7 <br />Typical cracks in Abutment 1 <br />Photo 8 <br />Gabien baskets on the left side of Abutment 2 <br />Photo 9 <br />Broken concrete pieces in front and on the right side of <br />Abutment 2 <br />SUBSTRUCTURE PHOTOGRAPHS <br />215 <br />256 <br />Abutment-RC <br />Cracking (RC and Other) <br />Slope Protection <br />2 <br />2 <br />2 <br />16 <br />5 <br />1 <br />m <br />each <br />ea. <br /> 11 <br /> 0 <br /> 1 <br /> 5 <br /> 5 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br />1130 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)(6) <br />(215) Abutment-RC <br />(215-1130) Cracking (RC and Other) <br />(256) Slope Protection <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 quantity shown here includes the monolithic RC wingwalls at each abutment. <br />There are vertical cracks up to 0.01 inches wide spaced 5 feet on center in the face of both abutments. See Photo 7. <br />This quantity represents the slope protection at Abutment 2. There is gabien baskets on the left slope and broken pieces of concrete <br />in front of the abutment and on the right slope. See Photos 8 and 9.