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Printed on:Friday 09/15/2023 03:37 PM 29C0212/AAAL/105992Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />9 <br />DESCRIPTION UNDER STRUCTURE <br />Photo 9 <br />Typical shear cracks in the exterior girders <br />Photo 10 <br />Typical vertical cracking in girders <br /> SUPERSTRUCTURE PHOTOGRAPHS <br />110 Girder/Beam-RC <br />Cracking (RC and Other) <br />2 <br />2 <br />262 <br />52 <br />m <br />each <br /> 210 <br /> 0 <br /> 52 <br /> 52 <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 0.031 inch wide vertical cracks, spaced 1 to 3 feet on center present on the girders throughout the bridge. The condition <br />affects approximately 20% of the total girder length. Refer to Photos 9 and 10. <br />JOINT - APPROACH - RAIL <br />Photo 2 <br />Newly paved AC approach at Abutment 1 <br />Photo 3 <br />Newly paved AC appproach at Abutment 4 <br />JOINT/APPROACH/RAIL PHOTOGRAPHS