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Printed on:Friday 02/14/2025 11:47 AM 29C0038/AAAY/148028Pageof8 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />10 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Dirt and gravel. <br />Photo 2 <br />Typical traffic impact damage to the knee braces. Knee Brace 9 <br />on the left shown <br />Photo 3 <br />Typical traffic impact damage to the knee braces. Knee Braces <br />13 and 15 on the right shown <br /> SUPERSTRUCTURE PHOTOGRAPHS <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />8 EQUAL DESIRABLEWATER ADEQUACY <br /> MVERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR <br />NAVIGATION CONTROL <br />0.0 MNAVIGATION HORIZONTAL CLEARANCE <br />0.0 MNAVIGATION VERTICAL CLEARANCE <br />PIER PROTECTION <br />0: NO CONTROL5-WATERWAY <br />U UNKNOWN FOUNDATIONSCOUR <br />08/13/2010SCOUR POA DATE <br />CHANNEL PROTECTION 4 PROTECTION UNDERMINED <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />205 <br />210 <br />215 <br />Column-RC <br />Pier Wall-RC <br />Delamination/Spall/Patched Area <br />Abutment-RC <br />2 <br />2 <br />2 <br />2 <br />6 <br />8 <br />1 <br />29 <br />each <br />m <br />each <br />m <br /> 6 <br /> 7 <br /> 0 <br /> 29 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1080 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />(205) Column-RC <br />(210-1080) Delamination/Spall/Patched Area <br />(215) Abutment-RC <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 were no significant defects noted. <br />There are three spalls on the top of the right side of Pier 2 on the Span 1 side as follows: <br />There is a vertical spall up to 6 inches tall x 2 inches long x 1 inch deep with exposed rebar in the interior corner of the curtain wall. <br />There is a horizontal spall up to 12 inches long x 1 inch tall x 0.5 inches deep with exposed rebar in the interior face of the curtain <br />wall. <br />There is a spall up to 2 inches in diameter x 0.5 inch deep in the face of the pier wall. <br />(For all three spalls see Photo 9 dated 11/09/2022). No section loss observed in the exposed rebar. <br />These conditions have been previously reported and no significant changes were noted. <br />This quantity includes monolithic wingwalls.