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Printed on:Wednesday 05/07/2025 08:05 AM 29C0022/AABH/152630Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />19 <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 />Concrete Coat.(Meth/Sealer) <br />Effectiveness-(Concrete PC) <br />2 <br />2 <br />870 <br />870 <br />sq.m <br />each <br /> 870 <br /> 870 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />521 <br />Defect <br />3540 <br />(38) Slab-RC <br />(38-1120) Efflorescence/Rust Staining <br />(38-1130) Cracking (RC and Other) <br />(38-521) Concrete Coat.(Meth/Sealer) <br />(38-521-3540) Effectiveness-(Concrete PC) <br />This element is included for the approach span slabs. <br />There is a transverse soffit crack with minor efflorescence in Span 10 right side (see BIR 11/08/2019 Photo 2). <br />There are up to 0.07 inch wide sealed transverse, longitudinal, and pattern slab cracks spaced as close as twelve inches throughout <br />(see Photos 8 through 11). <br />The deck was treated with methacrylate in 2002. <br />The methacrylate treatment has reduced effectiveness. <br />(58) 5DECK RATING =