Laserfiche WebLink
Printed on:Sunday 03/03/2024 07:24 AM 29C0249/AAAO/122389Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />SUPERSTRUCTURE <br />(36a) Rail Code 0000 <br />302 <br />330 <br />Joint-Compression Seal <br />Leakage (Joints) <br />Railing-Metal <br />Distortion <br />Damage <br />2 <br />2 <br />2 <br />2 <br />2 <br />25 <br />25 <br />392 <br />2 <br />2 <br />m <br />each <br />m <br />each <br />each <br /> 0 <br /> 0 <br /> 390 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 2 <br /> 2 <br /> 2 <br /> 9 <br /> 9 <br /> 0 <br /> 0 <br /> 0 <br /> 16 <br /> 16 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />2310 <br />1900 <br />7000 <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(302-2310) Leakage (Joints) <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 joint seals at Bent 8 and Bent 15 have failed and there are stains on the pier caps from the leakage (see Photos 11 <br />and 12). <br />There is slight outward distortion of the metal bridge rail in Span 7 left side (see Photo 13). <br />There is impact damage to the rail detailed in Item 1900 Distortion. <br />Photo 11 <br />Joint Condition (Bent 8) <br />Photo 12 <br />Joint Condition (Bent 15) <br />Photo 13 <br />Rail Damage (Span 7 left side) <br />JOINT/APPROACH/RAIL PHOTOGRAPHS