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Printed on:Friday 03/17/2023 04:47 PM 29C0175/AAAN/101126Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Photo 9 <br />Culvert headwall cracking at Span 2 left side. <br />SUBSTRUCTURE PHOTOGRAPHS <br />215 <br />241 <br />Abutment-RC <br />Culvert-RC <br />Delamination/Spall/Patched Area <br />Cracking (RC and Other) <br />Deck Wearing Surface-Asphalt <br />2 <br />2 <br />2 <br />2 <br />2 <br />33 <br />6 <br />1 <br />1 <br />23 <br />m <br />m <br />each <br />each <br />sq.m <br /> 33 <br /> 4 <br /> 0 <br /> 0 <br /> 23 <br /> 0 <br /> 2 <br /> 1 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1080 <br />1130 <br />510 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />(210) Pier Wall-RC <br />(215) Abutment-RC <br />(241-1080) Delamination/Spall/Patched Area <br />(241-1130) Cracking (RC and Other) <br />(241-510) 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 />Submerged portions of the pier wall could not be inspected. <br />Routine (01/11/2021): There were no significant defects noted. <br />Submerged portions of the abutments could not be inspected. <br />Routine (01/11/2021): There were no significant defects noted. <br />There is a small (less than six inch diameter) spall in the soffit of Span 2 right side without exposed rebar. This condition has not <br />significantly changed when compared to Photo 4 from the 2021 BIR. <br />There are up to 0.03 inch wide vertical cracks with some mild efflorescence in the culvert headwall in Span 2. See Photo 9. <br />There were no significant defects noted.