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Printed on:Tuesday 05/27/2025 04:20 PM 29C0258/AAAS/149218Pageof5 <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 />38 <br />Cracking (RC and Other) <br />Concrete Coat.(Meth/Sealer) <br />Slab-RC <br />Delamination/Spall/Patched Area <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 />2 <br />2 <br />250 <br />372 <br />1419 <br />10 <br />6 <br />980 <br />1419 <br />each <br />sq.m <br />sq.m <br />each <br />each <br />each <br />sq.m <br /> 250 <br /> 372 <br /> 1382 <br /> 0 <br /> 0 <br /> 959 <br /> 1419 <br /> 0 <br /> 0 <br /> 17 <br /> 10 <br /> 6 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br /> 20 <br /> 0 <br /> 0 <br /> 20 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1130 <br />521 <br />1080 <br />1120 <br />1130 <br />521 <br />Defect <br />(16-1090) Exposed Rebar (PS Conc./RC) <br />(16-1130) Cracking (RC and Other) <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 />The right side of the Span 4 deck has a 4 foot length of exposed longitudinal reinforcement. <br />There are sealed longitudinal and pattern deck crack up to 0.04 inch wide throughout the structure that were treated with <br />methacrylate. <br />There is up to 107 square feet of patched deck spalls that are also covered with methacrylate. <br />There are some random, hairline, longitudinal soffit cracks up to 10 feet long with moderate efflorescence in Span 3. <br />There are transverse, longitudinal, and pattern deck cracks up to 0.06 inch wide spaced as close as 12 inches apart throughout the <br />structure that were treated with methacrylate. <br />There is a soffit crack in Span 1 that is up to 0.03 inch wide and up to 6 feet long. See Photos 4 and 5 of the 2019 BIR. <br />The deck was treated with methacrylate in 2012. There were no significant defects noted. <br />(58) 7DECK RATING = <br />(36a) Rail Code 1101 <br />304 <br />308 <br />330 <br />Joint-Open Expansion <br />Joint-Steel Sliding Plates <br />Railing-Metal <br />Distortion <br />Damage <br />2 <br />2 <br />2 <br />2 <br />2 <br />18 <br />36 <br />411 <br />6 <br />6 <br />m <br />m <br />m <br />each <br />each <br /> 18 <br /> 36 <br /> 405 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 6 <br /> 6 <br /> 6 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1900 <br />7000 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(304) Joint-Open Expansion <br />(308) Joint-Steel Sliding Plates <br />(330-1900) Distortion <br />(330-7000) Damage <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 were no significant defects noted. <br />There were no significant defects noted. <br />There is a 20 foot section of the MBBR in Span 2 right that was bent out about 6 inches due to vehicular impact. Three <br />metal rail post were affected. See Photo 3 from the 2023 BIR. <br />There is a minor bend on the top of the MBBR in Span 4 left due to fallen tree branch. See Photo 4 from the 2023 BIR. <br />This element has impact damage. The specific of the impact damage has been captured under Condition State 3 of Defect <br />1900.