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Printed on:Monday 07/31/2023 03:55 PM 29C0305/AAAN/111940Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />Photo 3 <br />Typical transverse cracks in the AC overlay. Span 1 shown <br />Photo 4 <br />Typical longitudinal cracks in the AC overlay. Eastbound Span <br />2 shown <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 />Deck Wearing Surface-Asphalt <br />Cracking-AC (WS) <br />2 <br />2 <br />2 <br />2 <br />127 <br />18 <br />101 <br />5 <br />sq.m <br />each <br />sq.m <br />each <br /> 109 <br /> 0 <br /> 96 <br /> 0 <br /> 10 <br /> 10 <br /> 5 <br /> 5 <br /> 8 <br /> 8 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1080 <br />510 <br />Defect <br />3220 <br />(38) Slab-RC <br />(38-1080) Delamination/Spall/Patched Area <br />(38-510-3220) Cracking-AC (WS) <br />There is AC overlay present throughout the RC slab surface except for sections 18 inches wide at the edges of the RC slab. <br />There are minor spalls, without exposed rebar, up to 8 inches in diameter x 2 inches deep throughout the exterior and bottom corners <br />of the RC slab on both sides of the bridge. (See Photo 4 dated 03/08/2021). This condition has been previously reported and no <br />significant changes were noted. <br />There are some moderate spalls, up to 3 feet long x 6 inches high x 5 inches deep with exposed longitudinal rebar with moderate <br />corrosion present in the bottom corners of the RC slab. (See Photos 8 to 13 dated 03/19/2019). This condition has been previously <br />reported and no significant changes were noted. <br />There are longitudinal and transverse cracks up to 0.25 inches wide widely spaced present throughout the AC overlay. The cracking <br />affects approximately 5% of the total deck area. See Photos 3 and 4. <br />(58) 5DECK RATING = <br />(36a) Rail Code 0000 <br />331 Railing-RC 2 35 m 35 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(331) Railing-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 />The interior faces of the bridge rails were covered with a layer of white paint. The paint appeared to have been placed for <br />visibility and did not warrant Element 515 Protective Coating - Paint. The paint obscured minor cracks and distress. <br />The exterior face of the bridge rail exhibited scaling and the top layer of cementitious material was not in place. The <br />condition did not warrant a defect. <br />There were no significant defects noted.