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Printed on:Tuesday 02/25/2025 03:28 PM 29C0317/AAAO/146837Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />The bed is comprised of silt, sand and gravel. There is sporadic RC riprap and minor bank slumping. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />9 ABOVE 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 />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Abrasion (PS Conc./RC) <br />2 <br />2 <br />2 <br />2 <br />16 <br />16 <br />34 <br />16 <br />m <br />each <br />m <br />each <br /> 0 <br /> 0 <br /> 18 <br /> 0 <br /> 16 <br /> 16 <br /> 16 <br /> 16 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1190 <br />1190 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) (6) <br />SUBSTRUCTURE RATING =(60)6 <br />(210-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(215-1190) Abrasion (PS Conc./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 State <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <br />(38) Slab-RC <br />(38-510) Deck Wearing Surface-Asphalt <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 were no significant defects noted. <br />The pier walls are abraded with exposed but sound aggregate throughout. (See Photos 3 and 4 dated 11/02/2020). This condition has <br />been previously reported and no significant changes were noted. <br />This quantity includes monolithic wingwalls. <br />The abutment faces are abraded with exposed but sound aggregate throughout. (See Photo 5 dated 11/02/2020). This condition has <br />been previously reported and no significant changes were noted. <br />(58) (6)DECK RATING = <br />(36a) Rail Code 0000 <br />331 Railing-RC <br />Delamination/Spall/Patched Area <br />2 <br />2 <br />26 <br />1 <br />m <br />each <br /> 25 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1080 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 25Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(331-1080) 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 is a failing patch on the right bridge rail at Abutment 4. The failed area includes a 4 inch diameter x 2 inch spall and 6 <br />inch diameter delamination. (See Photo 2 dated 11/02/2020). This condition has been previously reported and no significant <br />changes were noted.