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Printed on:Thursday 10/03/2024 11:45 AM 29C0220/AAAS/136924Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />DESCRIPTION UNDER STRUCTURE <br />Photo 4 <br />Typical cracks in the girders. Near Abutment 3 on the right <br />shown <br /> SUPERSTRUCTURE PHOTOGRAPHS <br />110 Girder/Beam-RC <br />Cracking (RC and Other) <br />2 <br />2 <br />232 <br />31 <br />m <br />each <br /> 201 <br /> 0 <br /> 25 <br /> 25 <br /> 6 <br /> 6 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />1130 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />(110-1130) 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 diagonal cracks up to 0.06 inches wide and spaced as close as 12 inches on center in the girders within 10 feet of the <br />abutment faces. (See Photo 4). This condition has been previously reported and no significant changes were noted. <br />JOINT - APPROACH - RAIL <br />Photo 2 <br />Typical condition of the RC rail curbs. Right curb in Span 2 <br />shown. Note patch <br />JOINT/APPROACH/RAIL PHOTOGRAPHS