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Printed on:Tuesday 04/29/2025 07:41 PM 29C0260/AAAL/151666Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Dirt with heavy broken concrete riprap. <br />SUBSTRUCTURE 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 />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 />210 <br />215 <br />Pier Wall-RC <br />Delamination/Spall/Patched Area <br />Abutment-RC <br />Delamination/Spall/Patched Area <br />2 <br />2 <br />2 <br />2 <br />9 <br />5 <br />27 <br />5 <br />m <br />each <br />m <br />each <br /> 4 <br /> 0 <br /> 22 <br /> 0 <br /> 5 <br /> 5 <br /> 5 <br /> 5 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1080 <br />1080 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <br />(210-1080) Delamination/Spall/Patched Area <br />(215) Abutment-RC <br />(215-1080) Delamination/Spall/Patched Area <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 are several less than six inch diameter spalls in the pier wall with no exposed reinforcement (see Photo 6). <br />The abutment quantity includes the monolithic wingwalls. <br />There are several up to four inch diameter spalls in the face of Abutment 3 with no exposed reinforcement (see BIR 02/22/2023 Photo <br />17). <br />There are less than six inch diameter spalls in the wingwall near Abutment 1 right side (see Photo 7). <br />(36a) Rail Code 0010 <br />330 Railing-Metal <br />Corrosion <br />2 <br />2 <br />24 <br />24 <br />m <br />each <br /> 0 <br /> 0 <br /> 24 <br /> 24 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1000 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 20Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330-1000) Corrosion <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 is scattered rust on the metal rail and posts throughout (see BIR 02/22/2023 Photo 14).