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Printed on:Tuesday 11/28/2023 08:21 AM 29C0152/AAAP/117922Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DownstreamSide 09/19/2023X-Section Date <br />Top of Conc Rail (left)Measured From <br /> 1.35 <br /> 2.95 <br /> 4.97 <br /> 7.95 <br /> 7.53 <br /> 7.38 <br /> 7.18 <br /> 8.20 <br />Vert(m) <br />Face of Abutment <br />Midspan <br />Midspan <br />Midspan <br />Midspan <br />Abutment 1 <br />Bent 2 <br />Bent 3 <br />Bent 4 <br />Location <br />CHANNEL X-SECTION <br />CommentsHoriz(m) <br /> 0.00 <br /> 4.20 <br /> 8.40 <br /> 11.50 <br /> 17.00 <br /> 22.00 <br /> 25.50 <br /> 31.00 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Sand <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />9 ABOVE 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 />251 <br />256 <br />Column-RC <br />Delamination/Spall/Patched Area <br />Abutment-RC <br />Pile-CISS <br />Scour <br />Slope Protection <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />35 <br />1 <br />34 <br />16 <br />16 <br />2 <br />each <br />each <br />m <br />ea. <br />each <br />ea. <br /> 34 <br /> 0 <br /> 34 <br /> 0 <br /> 0 <br /> 2 <br /> 1 <br /> 1 <br /> 0 <br /> 16 <br /> 16 <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 />1080 <br />6000 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />(205) Column-RC <br />(205-1080) Delamination/Spall/Patched Area <br />(215) Abutment-RC <br />(251-6000) Scour <br />(256) Slope Protection <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 />There were no significant defects noted. <br />The abutment quantity includes the monolithic wingwalls. There were no significant defects noted. <br />There were no significant defects noted. <br />Non-Routine Inspection Element Notes: <br />Non-Routine Inspection Element Notes: <br />Non-Routine Inspection Element Notes: <br />UWI (08/07/2019): Column 2 of Bent 4 exhibits spalls/rock pockets described below under Defect 1080. All other columns were <br />found to be in good condition with little or no signs of abrasion and will remain in CS1. <br />UWI (08/07/2019): Column 2 of Bent 4 exhibits two spalls rock pockets. One is on the south side of the column, and the other is on <br />the west side of the column. Both are approximately 15.0 centimeters (6.0 inches) in diameter and 2.5 centimeters (1.0 inch) deep. <br />This column has been moved to CS2. <br />UWI (08/07/2019: There are 16 exposed pile (Bents 2 through 4, 5 piles each and Bent 5, 1 pile).