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Printed on:Friday 12/13/2024 02:38 PM 29C0415/AAAH/147521Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />9 <br />Photo 3 <br />Typical deck cracks in the RC approach spans. Span 6 shown <br /> DECK PHOTOGRAPHS <br />DECK ELEMENT INSPECTION RATINGS AND NOTES (58) 7DECK RATING = <br />(36a) Rail Code 1111 <br />Element Group: 101 - Main - Main Steel - Removable Center Span 4 <br />Element Group: 102 - Approach - Approach PC/PS - West Spans 1 to 3, East Spans 5 to 7 <br />301 <br />302 <br />330 <br />302 <br />321 <br />Joint-Pourable Seal <br />Joint-Compression Seal <br />Railing-Metal <br />Joint-Compression Seal <br />Approach Slab-RC <br />2 <br />2 <br />2 <br />2 <br />2 <br />30 <br />15 <br />61 <br />15 <br />69 <br />m <br />m <br />m <br />m <br />sq.m <br /> 30 <br /> 15 <br /> 61 <br /> 15 <br /> 69 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 25Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(301) Joint-Pourable Seal <br />(302) Joint-Compression Seal <br />(330) Railing-Metal <br />(302) Joint-Compression Seal <br />(321) Approach Slab-RC <br />Element Description <br />Element Description <br />Elem <br />No. <br />Elem <br />No. <br />Env <br />Env <br />Total <br />Qty <br />Total <br />Qty <br />Units <br />Units <br />CS 1 <br />CS 1 <br />CS 2 <br />CS 2 <br />CS 3 <br />CS 3 <br />CS 4 <br />CS 4 <br />Qty in each Condition State <br />Qty in each Condition State <br />Defect/ <br />Prot <br />Defect/ <br />Prot <br />Defect <br />Defect <br />This quantity is for the longitudinal pourable joint seal located at the centerline of Span 4, in the gap between the two <br />parallel structure units. See Photo 2 dated 9/14/2020. <br />There were no significant defects noted. <br />This element is to quantify the compression joint seals in the main span in Span 4 at Bent 4 and Bent 5. <br />There were no significant defects noted. <br />This element is to quantify metal railing in the main span in Span 4. <br />There were no significant defects noted. <br />This element is to quantify compression joint seals at Abutment 1 and Abutment 8. <br />There are no significant defects noted. <br />This element is to quantify RC approach slabs at Abutments 1 and 8. <br />There are no significant defects noted.