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Printed on:Tuesday 05/28/2024 04:01 PM 29C0114/AAAX/128904Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />12 <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 />29 <br />38 <br />Steel Deck-Conc Fill Grid <br />Slab-RC <br />Efflorescence/Rust Staining <br />Cracking (RC and Other) <br />Concrete Coat.(Meth/Sealer) <br />2 <br />2 <br />2 <br />2 <br />2 <br />154 <br />968 <br />18 <br />193 <br />968 <br />sq.m <br />sq.m <br />each <br />each <br />sq.m <br /> 154 <br /> 914 <br /> 0 <br /> 157 <br /> 968 <br /> 0 <br /> 18 <br /> 18 <br /> 0 <br /> 0 <br /> 0 <br /> 36 <br /> 0 <br /> 36 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1120 <br />1130 <br />521 <br />Defect <br />(29) Steel Deck-Conc Fill Grid <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 />Routine (current): <br />There were no significant defects noted. <br />Routine (current): <br />There is a sag in the deck and rail directly over Bent 9 that originated during construction of the bridge. Tension cracks have formed <br />in the soffit and deck as direct result of the structure sag. The low point of the sag between Bents 8 and 10 is approximately 3.2 <br />inches below the rest of the deck. This was first measured 3 inches on 2/13/02 and remains about the same. <br />UWI (05-08-2018): No significant defects were noted in the slab soffit. There is no significant change to the transverse crack <br />documented in the 06/06/2013 inspection report. <br />Routine (current): <br />There are several 0.02 inch wide longitudinal soffit cracks up to 12 feet long emanating from both abutments with efflorescence. <br />Refer to Photo 1. <br />Routine (current): <br />There are sealed 0.03 to 0.07 inch wide longitudinal and transverse deck cracks as close as 3 feet on center, and pattern deck <br />cracks as wide as 0.03 inch throughout. Refer to Photos 2 through 5. <br />Routine (1/11/2022): <br />There is a sealed 0.04 inch wide transverse soffit crack approximately 10 feet long at the right side of Bent 9 in Span 8. <br />The concrete slab was treated with methacrylate. <br />(58) 7DECK RATING =