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Printed on:Wednesday 05/07/2025 07:21 AM 29C0124/AAAQ/149447Pageof66 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Silty sand with natural vegetation. <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 />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />5 STABLE W/IN FOOTING OR PILESCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 5 BANK PROT ERODED <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />DECK WORK RECOMMENDATIONS - NONE <br />205 <br />215 <br />227 <br />234 <br />256 <br />Column-RC <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Pile-RC <br />Pier Cap-RC <br />Slope Protection <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />36 <br />24 <br />54 <br />1 <br />125 <br />4 <br />each <br />each <br />m <br />ea. <br />m <br />ea. <br /> 12 <br /> 0 <br /> 53 <br /> 1 <br /> 125 <br /> 4 <br /> 24 <br /> 24 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <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 /> 0 <br />1190 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)6 <br />WORK RECOMMENDATIONS <br />(205-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(227) Pile-RC <br />(234) Pier Cap-RC <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 is abrasion on 24 of the columns with exposed secure coarse aggregate from Bents 3 through 6 (see BIR 02/03/2023 Photos 5 <br />and 6). <br />The abutment quantity includes the monolithic wingwalls. There is three vertical feet of mild efflorescence along the construction joint <br />of Abutment 1 (see BIR 02/03/2023 Photo 7). There were no significant defects 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 />There were no significant defects noted. <br />There is slope protection (grouted riprap) at the abutments, Bent 2, and Bent 7. There were no significant defects noted.