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Printed on:Sunday 04/13/2025 08:52 PM 29C0313/AAAQ/148033Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Sinuous earth lined creek with heavily vegetated slopes. <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 7 MINOR DAMAGE <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 />204 <br />215 <br />226 <br />256 <br />Column-PS Conc. <br />Abutment-RC <br />Delamination/Spall/Patched Area <br />Pile-PS Conc. <br />Slope Protection <br />Deterioration (Other) <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />15 <br />29 <br />1 <br />1 <br />2 <br />1 <br />each <br />m <br />each <br />ea. <br />ea. <br />each <br /> 15 <br /> 28 <br /> 0 <br /> 1 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br /> 0 <br /> 1 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1080 <br />1220 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <br />(204) Column-PS Conc. <br />(215) Abutment-RC <br />(215-1080) Delamination/Spall/Patched Area <br />(226) Pile-PS Conc. <br />(256-1220) Deterioration (Other) <br />Routine Inspection Element Notes: <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 is a shallow spall up to 9 inches in diameter in the face of Abutment 1 caused by fire damage. The area around the spall is <br />covered in soot but appears sound. (See Photo 5). This condition has been previously reported and no significant changes were <br />noted. <br />The pile element is included to indicate the presence of piles on this structure. The piles were not exposed for visual inspection. No <br />indication of pile distress was noted in any substructure element. <br />The slope protection at Abutment 1 is deteriorating. The boulders are missing and slumping down the slope. (See Photo 3 dated <br />09/15/2020). This condition has been previously reported and no significant changes were noted. <br />Non-Routine Inspection Element Notes: <br />Underwater Inspection(12/09/2024): There were no significant defects noted. <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <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.