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Printed on:Monday 06/03/2024 10:44 AM 29C0035/AAAU/128915Pageof7 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Natural trapezoidal channel with vegetated sides, sand, gravel, and cobbles on the bottom. <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 />107 <br />311 <br />313 <br />Girder/Beam-Steel <br />Steel Coating-Paint <br />Paint Sys Breakdown (Steel PC) <br />Bearing-Moveable <br />Bearing-Fixed <br />2 <br />2 <br />2 <br />2 <br />2 <br />183 <br />676 <br />676 <br />8 <br />8 <br />m <br />sq.m <br />each <br />each <br />each <br /> 183 <br /> 0 <br /> 0 <br /> 8 <br /> 8 <br /> 0 <br /> 676 <br /> 676 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />515 <br />3450 <br />205 <br />215 <br />225 <br />Column-RC <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Pile-Steel <br />2 <br />2 <br />2 <br />2 <br />32 <br />2 <br />30 <br />1 <br />each <br />each <br />m <br />ea. <br /> 30 <br /> 0 <br /> 30 <br /> 1 <br /> 2 <br /> 2 <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 />1190 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <br />(107) Girder/Beam-Steel <br />(107-515-3450) Paint Sys Breakdown (Steel PC) <br />(311) Bearing-Moveable <br />(313) Bearing-Fixed <br />(205) Column-RC <br />(205-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(225) Pile-Steel <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 />The embankment slope under the bridge at Abutment 11 has eroded from outflow from runoff pipes, one located below the bridge <br />and one located next to the left side of the bridge. <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 />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 any of the <br />columns of Bent 10. <br />Underwater (07/12/2021): There was abrasion of the concrete that has exposed course aggregate, extending from the mudline to <br />approximately 10 feet above the waterline on the two columns of Bent 10. The exposed aggregate remains secure to the concrete. <br />The two (2 ea) columns will be placed in CS2. <br />There were no significant defects noted. <br />The top coat of the paint system has faded and chalking throughout. <br />There is an accumulation of dirt around the bearing areas. <br />There is an accumulation of dirt around the bearing areas.