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Printed on: Friday 09/06/2024 12:24 PM 29C0491/DSMI/138281Page of5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />Photo 8 <br />Looking west inside Barrel 1. <br />Photo 9 <br />Looking east inside Barrel 1. Distortions and failures along <br />seams below high water marks. <br />Photo 10 <br />Looking west inside Barrel 2. <br />Photo 11 <br />Looking west at details of Barrel 2. <br />SUBSTRUCTURE PHOTOGRAPHS <br />256 <br />Distortion <br />Slope Protection <br />2 <br />2 <br />5 <br />1 <br />each <br />ea. <br /> 0 <br /> 1 <br /> 0 <br /> 0 <br /> 5 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br />1900 <br />SUBSTRUCTURE <br />(62)CULVERT RATING = 6 <br />(240) Culvert-Steel <br />(240-1900) Distortion <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 quantiy reflects the sum of the three flow lines of the three culvert barrels. <br />Distortion was visible in Barrels 1, 2 and 3 with failures mainly in the vicinity of unconnected joints between the original culvert and <br />culvert widenings. High water marks were at half way points of the barrels, with distortions and failures located below the high water <br />marks, and with exposed backfill material. Concerns include integrity of the pipe sections which carry the shoulders, and saturations <br />and loss of the fill material located between and under the pipes. See Photos 7, 12, and 13. <br />There were no significant defects noted.