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Printed on:Tuesday 05/27/2025 04:22 PM 29C0390/AAAL/149217Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />9 <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)2 1000 sq.m 1000 0 0 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />521 <br />Defect <br />(38-1080) Delamination/Spall/Patched Area <br />(38-1120) Efflorescence/Rust Staining <br />(38-1130) Cracking (RC and Other) <br />(38-521) Concrete Coat.(Meth/Sealer) <br />There are up a few 3 inch diameter by 0.5 inch deep spalls on the right edge of of the bridge. <br />The right edge of Span 11 has a 6 inch diameter by 1 inch deep spall with one exposed rebar. Refer to Photo 3. <br />There is a 0.04 inch wide by 5 foot long longitudinal soffit crack with some light efflorescence in Span 6. The crack is near Column 2 <br />of Bent 6. <br />There is a 0.05 inch wide by 15 foot long longitudinal soffit crack running through Span 5 along the centerline with no efflorescence. <br />There are sealed longitudinal, transverse, and pattern cracks throughout the bridge. The sealed longitudinal cracks are up to 0.07 <br />inch wide and spaced as close as 15 inches apart. The sealed transverse and pattern cracks span the full deck width over the bents, <br />are up to 0.06 inch wide, and are spaced as close as 1 foot apart on center. Refer to Photo 1 and Photos 4 through 7. <br />The concrete deck was treated with methacrylate prior to the 2017 inspection. <br />(58) 7DECK RATING =