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Printed on:Tuesday 02/25/2025 03:28 PM 29C0167/AAAO/146837Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Narrow channel of silt and sand. Heavy vegetation. Bends upstream and downstream. <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 />8 STABLE ABOVE FOOTINGSCOUR <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 />Cracking (RC and Other) <br />Abrasion (PS Conc./RC) <br />2 <br />2 <br />2 <br />2 <br />2 <br />21 <br />21 <br />28 <br />1 <br />23 <br />m <br />each <br />m <br />each <br />each <br /> 0 <br /> 0 <br /> 4 <br /> 0 <br /> 0 <br /> 21 <br /> 21 <br /> 24 <br /> 1 <br /> 23 <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 />1190 <br />1130 <br />1190 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)6 <br />(210-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(215-1130) Cracking (RC and Other) <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 />(38-510-3220) Cracking-AC (WS) <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 />few similar size pattern and transverse cracks in random locations. (See Photos 2 and 3 dated 11/09/2022). This condition has been <br />previously reported and no significant changes were noted. <br />There is abrasion throughout the pier walls that exposes sound large aggregate. The most severe areas appear to be at the <br />upstream noses, though the opacity of the water prevents qualification below the waterline. (See Photos 1 and 2 dated 11/08/2018). <br />This condition has been previously reported and no significant changes were noted. <br />This quantity includes monolithic wingwalls. <br />There is a vertical crack up to 0.03 inches wide in the face of Abutment 3 about the centerline of the abutment. (See Photo 4 dated <br />11/09/2022). This condition has been previously reported and no significant changes were noted. <br />There is abrasion throughout the abutments and the portions of the wingwalls adjacent to the waterway that exposes sound large <br />aggregate. The most severe areas appear to be the upstream ends, though the opacity of the water prevents qualification below the <br />(58) 7DECK RATING = <br />(36a) Rail Code 0100 <br />330 Railing-Metal 2 19 m 19 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <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.