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Printed on:Thursday 10/27/2022 03:31 PM 29C0383/AAAN/90690Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />RC-lined channel. <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 />8 STABLE ABOVE FOOTINGSCOUR <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 />Photo 1 <br />Map View <br />OTHER PHOTOGRAPHS <br />210 <br />215 <br />252 <br />Pier Wall-RC <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Cracking (RC and Other) <br />Pile-CIDH <br />2 <br />2 <br />2 <br />2 <br />2 <br />20 <br />20 <br />49 <br />8 <br />1 <br />m <br />each <br />m <br />each <br />ea. <br /> 0 <br /> 0 <br /> 41 <br /> 0 <br /> 1 <br /> 20 <br /> 20 <br /> 8 <br /> 8 <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 />1190 <br />1130 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)(6) <br />(210-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(215-1130) Cracking (RC and Other) <br />(252) Pile-CIDH <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 />From the 02/13/2018 Underwater Inspection: "Pier wall has abrasion exposing secure coarse aggregate and will remain in CS 2." This <br />condition is also apparent at the waterline. See Photo 2 dated 02/13/2018. <br />This quantity includes monolithic wingwalls. <br />There are vertical cracks up to 0.02 inch wide in the upper half of each bay in the face of each abutment without efflorescence. <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.