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Printed on:Friday 12/13/2024 02:25 PM 29C0330/AAAO/147632Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Narrow earth lined channel. Heavy vegetation, no armor, no erosion, moderate hydraulic skew. <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 />3 SC - UNSTABLESCOUR <br />07/14/2021SCOUR 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 />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />210 Pier Wall-RC 2 6 m 6 0 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 6 <br />SUBSTRUCTURE RATING =(60)7 <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 />JOINT - APPROACH - RAIL <br />Photo 2 <br />Typical spalling in the left interior rail. Looking from Abutment 1 <br />to the left <br />Photo 3 <br />Typical spalling in the right interior rail. Near Abutment 1 shown <br />Photo 4 <br />Typical spalling in the right interior rail. Near Pier 2 shown <br />JOINT/APPROACH/RAIL PHOTOGRAPHS