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Printed on:Wednesday 08/24/2022 07:21 AM 29C0248/AAAN/89156Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />U-Shaped, dirt. <br />SUBSTRUCTURE PHOTOGRAPHS <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 />5 STABLE W/IN FOOTINGSCOUR <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 />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />205 <br />215 <br />252 <br />256 <br />Column-RC <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Efflorescence/Rust Staining <br />Pile-CIDH <br />Slope Protection <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />8 <br />4 <br />32 <br />10 <br />1 <br />1 <br />each <br />each <br />m <br />each <br />ea. <br />ea. <br /> 4 <br /> 0 <br /> 22 <br /> 0 <br /> 1 <br /> 1 <br /> 4 <br /> 4 <br /> 10 <br /> 10 <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 />1120 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)5 <br />(205-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(215-1120) Efflorescence/Rust Staining <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 is up to four vertical feet of column abrasion with exposed secure coarse aggregate in Bent 2 (see Photo 5). <br />The abutment quantity includes the monolithic wingwalls. <br />There is eflorescence along the top face of both abutments (see Photo 6). <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 is rock slope protection along Abutment 1. There were no significant defects noted. <br />330 Railing-Metal 2 41 m 41 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <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.