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Printed on:Tuesday 01/09/2024 10:43 AM 29C0291/AAAM/121970Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 5 <br />(36a) Rail Code 0010 <br />330 Railing-Metal <br />Distortion <br />Damage <br />2 <br />2 <br />2 <br />30 <br />4 <br />4 <br />m <br />each <br />each <br /> 26 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 4 <br /> 4 <br /> 4 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1900 <br />7000 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 45Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330-1900) Distortion <br />(330-7000) 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 />The metal rail has been completely disconnected from the bridge along Span 2 left side (see Photos 5 through 7). <br />There is impact damage to the rail detailed in Item 1900 Distortion. <br />Photo 5 <br />Rail Damage (left side Span 2) <br />Photo 6 <br />Rail Damage (left side Span 2) <br />Photo 7 <br />Rail Damage (left side Span 2) <br />JOINT/APPROACH/RAIL PHOTOGRAPHS