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Printed on:Wednesday 05/07/2025 08:05 AM 29C0022/AABH/152630Pageof10 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />19 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Dirt with some rock riprap slope protection. <br />Photo 14 <br />Steel Paint Condition (UAS - Span 11, looking north) <br />Photo 15 <br />Steel Paint Condition (UAS - Span 11, looking south) <br /> SUPERSTRUCTURE PHOTOGRAPHS <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 />31.4 MNAVIGATION HORIZONTAL CLEARANCE <br />3.0 MNAVIGATION VERTICAL CLEARANCE <br />PIER PROTECTION 2 IN-PLACE, FUNCTIONING <br />1: BR PERMIT REQ5-WATERWAY <br />U UNKNOWN FOUNDATIONSCOUR <br />08/12/2010SCOUR POA DATE <br />CHANNEL PROTECTION 6 BANK SLUMPING <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />182 <br />312 <br />EQ Restrainer Cable-Other <br />Bearing-Enclosed <br />2 <br />2 <br />2 <br />6 <br />ea. <br />each <br /> 2 <br /> 6 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)5 <br />(152-1000) Corrosion <br />(152-1010) Cracking <br />(152-515-3450) Paint Sys Breakdown (Steel PC) <br />(182) EQ Restrainer Cable-Other <br />(312) Bearing-Enclosed <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 is freckled rust on the bottom flanges of the floorbeams (see Photos 14 and 15). <br />There is corrosion and the paint is peeling and fading in various locations (see Photos 14 and 15). <br />This element represents the restrainer cables at the hinges in Spans 2 and 6 which were installed during the 2005 retrofit (see BIR <br />11/08/2019 Photos 1, 3 and 4). <br />Non-Routine Inspection Element Notes: <br />Non-Routine Inspection Element Notes: <br />Non-Routine Inspection Element Notes: <br />FCMI (04/21/2021): See the report narrative for description of the defects (0.3 m in CS2). <br />Notes from the 11/8/2019 UAS: No significant defects were noted. <br />During the FC inspection dated 10/05/2004, it was noted the bearing supports in the north control room are allowing deflection of the <br />girders. However, this problem could not be verified during routine inspection.