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Printed on:Wednesday 05/28/2025 06:29 AM 29C0108/AABF/149448Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />11 <br />Photo 5 <br />Edge of Deck/Slab Cracks (UAS - left side approach span) <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 />12 <br />38 <br />Deck-RC <br />Cracking (RC and Other) <br />Slab-RC <br />Cracking (RC and Other) <br />2 <br />2 <br />2 <br />2 <br />778 <br />300 <br />2117 <br />700 <br />sq.m <br />each <br />sq.m <br />each <br /> 478 <br /> 0 <br /> 1417 <br /> 0 <br /> 300 <br /> 300 <br /> 700 <br /> 700 <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 />1130 <br />Defect <br />(12-1130) Cracking (RC and Other) <br />(38-1130) Cracking (RC and Other) <br />There are up to 0.05 inch wide by four feet long transverse and diagonal deck cracks spaced as close as 1.5 feet at random locations <br />throughout, predominantly over the bents (see BIR 02/22/2023 Photo 5). <br />There are up to 0.05 inch wide patterned deck cracks spaced as close as six inches over the bents in the approach spans (see BIR <br />02/22/2023 Photos 6 through 10). <br />There are up to 0.03 inch wide pattern cracks along the edge of deck/slab (see Photo 5). <br />(58) 7DECK RATING = <br />(36a) Rail Code 1111 <br />302 <br />304 <br />321 <br />Joint-Compression Seal <br />Adjacent Deck or Header (Joints) <br />Joint-Open Expansion <br />Approach Slab-RC <br />2 <br />2 <br />2 <br />2 <br />29 <br />4 <br />20 <br />245 <br />m <br />each <br />m <br />sq.m <br /> 25 <br /> 0 <br /> 20 <br /> 245 <br /> 2 <br /> 2 <br /> 0 <br /> 0 <br /> 2 <br /> 2 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />2360 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 25Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(302-2360) Adjacent Deck or Header (Joints) <br />(304) Joint-Open Expansion <br />(321) Approach Slab-RC <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 is a four foot long section of deck joint header with a saw cut at Bent 11. There are edge spalls approximately four <br />feet long by 0.5 inch deep in the deck joint header at Bent 6. There has been no significant change since the previous <br />routine inspection (see 02/04/2021 Photos 10 through 12). <br />There were no significant defects noted. <br />There were no significant defects noted (see BIR 02/22/2023 Photos 11 and 12).