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Printed on:Tuesday 04/29/2025 03:55 PM 29C0414/AAAL/152003Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Photo 5 <br />Deck Cracks (Span 3) <br />Photo 6 <br />Deck Cracks (near Bent 4) <br />Photo 7 <br />Deck Cracks (near Abutment 6) <br /> DECK PHOTOGRAPHS <br />DECK ELEMENT INSPECTION RATINGS AND NOTES (58) (6)DECK RATING = <br />(36a) Rail Code 1111 <br />303 <br />321 <br />333 <br />Joint-Assembly w/ Seal <br />Approach Slab-RC <br />Cracking (RC and Other) <br />Concrete Coat.(Meth/Sealer) <br />Railing-Other <br />2 <br />2 <br />2 <br />2 <br />2 <br />26 <br />223 <br />160 <br />223 <br />428 <br />m <br />sq.m <br />each <br />sq.m <br />m <br /> 26 <br /> 223 <br /> 160 <br /> 223 <br /> 428 <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 />1130 <br />521 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 45Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(303) Joint-Assembly w/ Seal <br />(321-1130) Cracking (RC and Other) <br />(321-521) Concrete Coat.(Meth/Sealer) <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. <br />There are up to 0.05 inch wide longitudinal and pattern treated cracks spaced as close as ten inches in the approach slabs <br />at both abutments (see Photos 8 and 9). <br />The approach slabs were treated with methacrylate after the 01/10/2019 routine inspection and remains effective.