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Printed on:Wednesday 04/30/2025 02:25 PM 29C0228/AAAO/151730Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Natural earth. <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 />5 STABLE W/IN FOOTING OR PILESCOUR <br />N/ASCOUR 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 />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />205 <br />215 <br />225 <br />256 <br />Column-RC <br />Abutment-RC <br />Pile-Steel <br />Scour <br />Slope Protection <br />2 <br />2 <br />2 <br />2 <br />2 <br />8 <br />33 <br />4 <br />4 <br />2 <br />each <br />m <br />ea. <br />each <br />ea. <br /> 8 <br /> 33 <br /> 0 <br /> 0 <br /> 2 <br /> 0 <br /> 0 <br /> 4 <br /> 4 <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 />6000 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <br />(205) Column-RC <br />(215) Abutment-RC <br />(225-6000) 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 />There were no significant defects noted. <br />This quantity includes monolithic wingwalls. <br />There were no significant defects noted. <br />The pile cans are exposed up to 36 inches with Column 3 being the most severe at Bent 3. (See Photo 3 dated dated 02/09/2023). <br />This condition has been previously reported and no significant changes were noted. <br />There were no significant defects noted. <br />JOINT - APPROACH - RAIL <br />Photo 1 <br />Repaved AC approach at Abutment 1 <br />JOINT/APPROACH/RAIL PHOTOGRAPHS