Laserfiche WebLink
Printed on:Monday 05/22/2023 10:48 AM 29C0087/AAAL/102091Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />Photo 2 <br />Polyester overlay spall at the Abutment 4 approach transition. <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 />Deck Wearing Surface-Concrete <br />Delam./Spall/Patch-Concrete (WS) <br />2 <br />2 <br />644 <br />3 <br />sq.m <br />sq.m <br /> 641 <br /> 0 <br /> 3 <br /> 3 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />511 <br />Defect <br />3211 <br />(38-1120) Efflorescence/Rust Staining <br />(38-1130) Cracking (RC and Other) <br />(38-511) Deck Wearing Surface-Concrete <br />(38-511-3211) Delam./Spall/Patch-Concrete (WS) <br />There are transverse cracks with efflorescence spaced at 2 to 6 feet apart on the soffit of the left and right widening. <br />There are up to 0.03 inch wide longitudinal soffit cracks along the bridge centerline running the full length of the bridge. <br />There are also two 0.03 inch wide longitudinal skewed cracks with efflorescence in the soffit of Span 4. One crack is approximately <br />20 feet long located near the bridge centerline; the other crack is approximately 10 feet long located on the right side of the bridge. <br />The 2021 BIR stated that these cracks mirror cracks in the deck. <br />A polyester concrete deck overlay has been placed after the 2021 routine inspection. <br />The polyester concrete deck overlay that was placed after the 2021 routine inspection is performing effectively. <br />There are intermittent 1 to 3 inch wide spalls at the approach edges of the polyester concrete overlay at both abutments (see photo <br />2). <br />(58) 7DECK RATING = <br />(36a) Rail Code 0010 <br />333 Railing-Other <br />Cracking <br />2 <br />2 <br />74 <br />10 <br />m <br />each <br /> 64 <br /> 0 <br /> 10 <br /> 10 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1010 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 35Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(333-1010) Cracking <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 StateDefect/ <br />Prot Defect <br />There are scattered 0.03 inch wide vertical cracks throughout the left and right RC rail (see 2021 archived photos 7 and 8).