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Printed on:Friday 10/13/2023 04:20 PM 29C0069/AAAN/115702Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />9 <br />DESCRIPTION UNDER STRUCTURE <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />333 Railing-Other <br />Distortion <br />Damage <br />2 <br />2 <br />2 <br />101 <br />12 <br />12 <br />m <br />each <br />each <br /> 89 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 12 <br /> 12 <br /> 12 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1900 <br />7000 <br />JOINT - APPROACH - RAIL <br />(333-1900) Distortion <br />(333-7000) Damage <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 approximately 40 feet of missing metal rail along the left side of Spans 1 and 2 (see Photos 13 to 15). There are <br />up to 18 inch diameter spalls with exposed rebar co-located with the missing metal rail portion. <br />There is impact damage to the bridge rail detailed in Item 1900 Distortion. <br />Photo 13 <br />Rail Damage (Span 1 left side) <br />Photo 14 <br />Rail Damage (Span 1 left side) <br />Photo 15 <br />Rail Damage (Span 1 left side) <br />JOINT/APPROACH/RAIL PHOTOGRAPHS