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Printed on:Monday 04/07/2025 01:03 PM 29C0115/AAAK/149692Pageof55 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />DECK WORK RECOMMENDATIONS - NONE <br />256 Slope Protection 2 2 ea. 2 0 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />WORK RECOMMENDATIONS <br />(252-6000) Scour <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 />from the top of the expanded section to the ground, the exposure was as follows: <br />*Pile Extension 1 - 9 inches <br />*Pile Extension 2 - 28 inches <br />(See Photo 17 dated 03/19/2019). This condition has been previously reported and no significant changes were noted. <br />Element 256 has been included to account for the gabion mattresses and RSP on the embankments under Spans 1 and 3. <br />*Prior to the 1984 inspection, gabion mattresses were placed on the embankments. Deterioration of the mattresses in Span 1 was <br />noted shortly after placement. <br />*Prior to this inspection additional countermeasures were placed. RSP and concrete grout were placed on the embankment under <br />Span 1 and about Pier 2. The gabion mattresses were not visible and may have been removed. RSP was placed about the gabion <br />mattresses under Span 3 and about Pier 3. <br />No significant defects were observed.