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Printed on:Thursday 10/27/2022 03:31 PM 29C0383/AAAN/90690Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />DESCRIPTION UNDER STRUCTURE <br />Photo 5 <br />Typical girder cracks. Girder 1, Span 1 near Abutment 4 shown <br /> SUPERSTRUCTURE PHOTOGRAPHS <br />110 Girder/Beam-RC <br />Cracking (RC and Other) <br />2 <br />2 <br />319 <br />30 <br />m <br />each <br /> 289 <br /> 0 <br /> 30 <br /> 30 <br /> 0 <br /> 0 <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 0.02 inches wide vertical and diagonal cracks within the first 10 to 13 feet from the abutments spaced as close as 1 foot on <br />center. See Photo 5. <br />JOINT - APPROACH - RAIL <br />Photo 2 <br />AC approach condition at Abutment 1 <br />Photo 3 <br />AC approach condition at Abutment 4 <br />JOINT/RAIL PHOTOGRAPHS