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Printed on:Sunday 03/03/2024 07:24 AM 29C0129/AAAN/122389Pageof4 <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 />Efflorescence/Rust Staining <br />Cracking (RC and Other) <br />Concrete Coat.(Meth/Sealer) <br />Effectiveness-(Concrete PC) <br />2 <br />2 <br />2 <br />2 <br />100 <br />900 <br />970 <br />970 <br />each <br />each <br />sq.m <br />each <br /> 0 <br /> 885 <br /> 0 <br /> 0 <br /> 25 <br /> 0 <br /> 0 <br /> 0 <br /> 75 <br /> 15 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 970 <br /> 970 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1120 <br />1130 <br />521 <br />Defect <br />3540 <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 />(38-521-3540) Effectiveness-(Concrete PC) <br />There is a one foot long spalled/delaminated area along the edge of the slab at Bent 8 right side due to impact of the rail post (see <br />Photos 7 through 9). <br />There is soffit delamination in Spans 5, 7, and 12 (see Photos 10, 11, and 15). <br />There are longitudinal (primarily) and transverse soffit cracks with efflorescence build up and brown stains in Spans 3 through 13 <br />(see Photos 10 through 15). <br />There are up to 0.04 inch wide transverse, longitudinal, and pattern cracks covering approximately 80% of the bridge deck and a few <br />0.06 inch wide transverse deck cracks at random locations (see Photos 11 through 13 BIR 01/19/2022). <br />The deck was treated with methacrylate prior to the 2012 inspection. <br />There was water actively leaking through most of the slab cracks (see Photos 10 through 15). <br />(58) (4)DECK RATING =