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Printed on:Sunday 03/03/2024 07:24 AM 29C0249/AAAO/122389Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />Photo 7 <br />Deck Spalls (Span 19 left side) <br />Photo 8 <br />Deck Spall (Span 15 left side) <br />Photo 9 <br />Deck Condition (near Pier 18) <br />Photo 10 <br />Wear Surface Condition (from right side looking south) <br /> DECK PHOTOGRAPHS <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 />38 Slab-RC <br />Delamination/Spall/Patched Area <br />Cracking (RC and Other) <br />Deck Wearing Surface-Asphalt <br />Effectiveness (WS) <br />2 <br />2 <br />2 <br />2 <br />2 <br />1705 <br />3 <br />50 <br />1495 <br />1196 <br />sq.m <br />each <br />each <br />sq.m <br />each <br /> 1652 <br /> 0 <br /> 0 <br /> 299 <br /> 0 <br /> 2 <br /> 2 <br /> 0 <br /> 0 <br /> 0 <br /> 51 <br /> 1 <br /> 50 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 1196 <br /> 1196 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1080 <br />1130 <br />510 <br />Defect <br />3230 <br />(38-1080) Delamination/Spall/Patched Area <br />(38-1130) Cracking (RC and Other) <br />(38-510) Deck Wearing Surface-Asphalt <br />(38-510-3230) Effectiveness (WS) <br />There are a few up to one foot diameter by two inch deep spalls along the Span 19 soffit edge (see Photo 10). There is a less than <br />six inch diameter deck spall around a vertical imbedded pipe in Span 15 left side (see Photo 8). <br />There are up to 0.05 inch wide deck cracks over Pier 18 spaced as close as six inches (see Photo 9). <br />The AC overlay (chip seal) does not cover the entire width of the deck. <br />Approximately 80% of the AC overlay (chip seal) has worn off the deck (see Photo 10). <br />(58) 7DECK RATING = <br />RAIL INFORMATION <br />JOINT - APPROACH - RAIL