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Printed on:Tuesday 05/27/2025 04:20 PM 29C0258/AAAS/149218Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />The bed is comprised of silt and sand. Slopes are vegetated with grass. <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 6 BANK SLUMPING <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />110 <br />312 <br />Girder/Beam-RC <br />Bearing-Enclosed <br />2 <br />2 <br />171 <br />4 <br />m <br />each <br /> 171 <br /> 4 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />205 <br />210 <br />215 <br />227 <br />Column-RC <br />Pier Wall-RC <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Pile-RC <br />2 <br />2 <br />2 <br />2 <br />2 <br />68 <br />9 <br />6 <br />31 <br />6 <br />each <br />m <br />each <br />m <br />ea. <br /> 68 <br /> 3 <br /> 0 <br /> 31 <br /> 6 <br /> 0 <br /> 6 <br /> 6 <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 />1190 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) <br />SUBSTRUCTURE RATING =(60)7 <br />(110) Girder/Beam-RC <br />(312) Bearing-Enclosed <br />(205) Column-RC <br />(210) Pier Wall-RC <br />(210-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(227) Pile-RC <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 />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 />There were no significant defects noted. <br />Abutment 22 is bent-type abutment on concrete pile. Piles 1 and 2 at Abutment 22 are exposed up to 10 inches vertically under the <br />abutment cap. There were no significant defects noted in the exposed piles. <br />No indication of pile distress was noted in any substructure element over the other hidden piles. <br />Non-Routine Inspection Element Notes: <br />Non-Routine Inspection Element Notes: <br />Underwater (07/12/2021): Aside from the abrasion noted below under Defect 1190, no other defects were noted for Piers 11 and 12. <br />The total quantity was revised from 26 meters to 9 meters to reflect the 10-foot (3-meter) wide piers at Piers 11, 12 and 13. <br />Underwater (07/12/2021): There was abrasion of the concrete that has exposed course aggregate, extending from the waterline to <br />approximately 5 feet above the waterline on Piers 11 and 12. The exposed aggregate remains secure to the concrete. The full length <br />of Piers 11 and 12, 6 meters, will remain in CS2. <br />There were no significant defects noted. <br />The enclosed bearing element is included to indicate the presence of bearings on this structure. The bearings were not exposed for <br />visual inspection. No indication of distress or alignment problems were noted in any superstructure element associated with bearings.