Laserfiche WebLink
Printed on:Tuesday 05/27/2025 03:56 PM 29C0338/AAAK/152225Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <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 />Wear (Concrete PC) <br />2 <br />2 <br />276 <br />276 <br />sq.m <br />each <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 276 <br /> 276 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />521 <br />Defect <br />3510 <br />(38-1080) Delamination/Spall/Patched Area <br />(38-1120) Efflorescence/Rust Staining <br />(38-1130) Cracking (RC and Other) <br />(38-521-3510) Wear (Concrete PC) <br />The left side of Span 3 has two up to 4 foot diameter x 1 inch deep spalls with no exposed rebar. There are several random <br />additional spalls in Span 3 that measure up to 6 inch in diameter x 0.5 inches deep. Refer to Photo 3. <br />There are several longitudinal soffit cracks with efflorescence primarily in Span 1 and extending up to 12 feet from Abutment 1. Refer <br />to Photos 4 and 5. <br />There are scattered 0.03 to 0.06 inch wide diagonal and longitudinal cracks throughout the deck surface primarily near the <br />abutments. Refer to Photos 6, 7, and 8. <br />The methacrylate deck treatment that was applied prior to the 2005 inspection is worn and no longer effective. <br />(58) 5DECK RATING =