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Printed on:Tuesday 05/28/2024 04:02 PM 29C0200/AAAK/128905Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />UpstreamSide 01/11/2024X-Section Date <br />Top of right conc. sidewalkMeasured From <br />CHANNEL X-SECTION <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Earth and grass. <br />Photo 8 <br />Abrasion along the right side of Abutment 1 <br />Photo 9 <br />Erosion along Abutment 1 left slope paving <br />SUBSTRUCTURE PHOTOGRAPHS <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 8 PROTECTED <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 />Abrasion (PS Conc./RC) <br />Pile-CIDH <br />Slope Protection <br />Scour <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />5 <br />36 <br />36 <br />1 <br />2 <br />1 <br />each <br />m <br />each <br />ea. <br />ea. <br />each <br /> 5 <br /> 0 <br /> 0 <br /> 1 <br /> 2 <br /> 1 <br /> 0 <br /> 36 <br /> 36 <br /> 0 <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 /> 0 <br /> 0 <br />1190 <br />6000 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)5 <br />(205) Column-RC <br />(215-1190) Abrasion (PS Conc./RC) <br />(252) Pile-CIDH <br />(256-6000) Scour <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 />Both abutments have 2.5 vertical feet of moderate abrasion. Refer to Photo 8. <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 />The slope paving to the left of Abutment 1 is experiencing some erosion from the roadway runoff. The slope paving is unsupported <br />for a 3.5 foot length and up to 16 inches underneath the paving. Refer to Photo 9.