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Printed on:Tuesday 05/27/2025 03:59 PM 29C0057/AAAL/151929Pageof8 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />9 <br />UpstreamSide 01/02/2025X-Section Date <br />TOP OF RIGHT CONC. RAILMeasured From <br /> 2.28 <br /> 4.11 <br /> 5.91 <br /> 6.28 <br /> 5.42 <br /> 5.58 <br /> 6.07 <br /> 3.84 <br /> 2.23 <br />Vert(m) <br />Face of abutment <br />Face of abutment <br />Abutment 1 <br />Bent 2 <br />Bent 3 <br />Bent 4 <br />Bent 5 <br />Bent 6 <br />Bent 7 <br />Bent 8 <br />Abutment 9 <br />Location <br />CHANNEL X-SECTION <br />CommentsHoriz(m) <br /> 0.00 <br /> 8.50 <br /> 17.00 <br /> 25.50 <br /> 34.00 <br /> 42.50 <br /> 51.00 <br /> 60.00 <br /> 68.00 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Dirt with rock slope protection. <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 />205 <br />215 <br />252 <br />256 <br />Column-RC <br />Abutment-RC <br />Pile-CIDH <br />Slope Protection <br />2 <br />2 <br />2 <br />2 <br />63 <br />56 <br />1 <br />2 <br />each <br />m <br />ea. <br />ea. <br /> 63 <br /> 56 <br /> 1 <br /> 2 <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 />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)8 <br />(205) Column-RC <br />(215) Abutment-RC <br />(252) Pile-CIDH <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 were no significant defects noted. <br />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.