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Printed on:Tuesday 05/28/2024 04:02 PM 29C0200/AAAK/128905Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Photo 5 <br />Typical deck cracking near Abutment 1 <br />Photo 6 <br />Typical deck cracking over Bent 2 <br />Photo 7 <br />Typical deck cracking near Abutment 3 <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 5 <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 State <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <br />(38-1130) Cracking (RC and Other) <br />There are longitudinal and transverse deck cracks 0.02 to 0.05 inch wide by 6 feet long spaced up to 1 foot apart throughout. In <br />addition, there are 0.02 to 0.04 inch wide pattern deck cracks that are interconnecting, spaced at approximately 16 inches apart, <br />predominantly over the bent. Refer to Photos 5 through 7. <br />(58) 5DECK RATING = <br />(36a) Rail Code 0010 <br />330 Railing-Metal 2 33 m 33 0 0 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 />(330) Railing-Metal <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 were no significant defects noted.