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Printed on:Saturday 04/19/2025 07:37 AM 29C0327/AAAN/148956Pageof66 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />UpstreamSide 01/07/2025X-Section Date <br />Top of Rail (right)Measured From <br /> 2.00 <br /> 2.65 <br /> 2.55 <br /> 2.45 <br /> 2.05 <br /> 1.90 <br /> 1.60 <br />Vert(m) <br />Face of Abutment <br />Midspan <br />Midspan <br />Midspan <br />Face of Abutment <br />Abutment 1 <br />Pier 2 <br />Pier 3 <br />Abutment 4 <br />Location <br />CHANNEL X-SECTION <br />CommentsHoriz(m) <br /> 0.00 <br /> 2.20 <br /> 4.35 <br /> 6.90 <br /> 9.45 <br /> 11.60 <br /> 13.80 <br />OTHER WORK RECOMMENDATIONS - NONE <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />U-Shaped. East of bridge: reeds on bottom and grasses on sides of channel. West of bridge: earth bottom, sparcely vegetated <br />grasses on sides of channel. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />7 ABOVE MINIMUMWATER 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 />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 />DECK WORK RECOMMENDATIONS - NONE <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 />2 <br />2 <br />2 <br />13 <br />8 <br />21 <br />m <br />each <br />m <br /> 5 <br /> 0 <br /> 21 <br /> 8 <br /> 8 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br />1190 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 6 <br />SUBSTRUCTURE RATING =(60)7 <br />WORK RECOMMENDATIONS <br />(210-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-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 StateDefect/ <br />Prot Defect <br />There is moderate abrasion with exposed secure coarse aggregate below the waterline on both sides of the pier walls. <br />The abutment quantity includes the monolithic wingwalls. There were no significant defects noted.