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Printed on:Thursday 01/27/2022 12:51 PM 29C0450/AAAC/76257Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />Photo 5 <br />Soffit Condition (Span 3) <br /> DECK PHOTOGRAPHS <br />SUBSTRUCTURE <br />DECK ELEMENT INSPECTION RATINGS AND NOTES (58) 7DECK RATING = <br />(36a) Rail Code 1111 <br />321 <br />333 <br />Approach Slab-RC <br />Cracking (RC and Other) <br />Railing-Other <br />2 <br />2 <br />2 <br />240 <br />40 <br />70 <br />sq.m <br />each <br />m <br /> 200 <br /> 0 <br /> 70 <br /> 40 <br /> 40 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1130 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 40Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(321-1130) Cracking (RC and Other) <br />(333) Railing-Other <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 are up to 0.05 inch wide by five feet long longitudinal approach slab cracks near Abutment 1 (see Photo 6). <br />There were no significant defects noted. <br />Photo 6 <br />Approach Slab Cracks (Abutment 1) <br />JOINT/RAIL PHOTOGRAPHS