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Printed on:Monday 08/16/2021 06:27 PM 29C0255/AAAJ/70819Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Photo 2 <br />Potholes in the AC overlay. Looking northwest from Abutment 1 <br />Photo 3 <br />Potholes in the AC overlay. Looking southwest from Abutment 3 <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-Asphalt <br />Delam./Pothole-AC (WS) <br />2 <br />2 <br />120 <br />6 <br />sq.m <br />each <br /> 114 <br /> 0 <br /> 0 <br /> 0 <br /> 6 <br /> 6 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />510 <br />Defect <br />3210 <br />(38-1130) Cracking (RC and Other) <br />(38-510) Deck Wearing Surface-Asphalt <br />(38-510-3210) Delam./Pothole-AC (WS) <br />There are 0.016 inch wide longitudinal and transverse deck cracks, spaced 1 to 2 feet on center in the RC slab. The cracks <br />are visible in the bare deck and through the reflective cracking in the AC chip seal. Based on a comparison to the <br />03/25/2019 Photo 8, this condition has remained unchanged. <br />There is a 0.031 inch wide longitudinal crack in the soffit of the RC slab, located at midspan and the centerline of the bridge <br />in Span 1. Based on a comparison to the 03/25/2019 Photo 9, this condition has remained unchanged. <br />These conditions affect approximately 5% of the total deck area. <br />Cracking is present in the AC chip seal over the noted cracking in Defect 1130 of Element 28. The cracks in the AC were <br />typically up to 0.125 inch in width. The condition did not warrant a defect of Element 510. <br />There are up to 18 inch long x 4 inch wide potholes located from the left side of Abutment 1 to the centerline of Abument 3. <br />The potholes appear to have been caused by a piece of tracked equipment. This condition is more severe at both <br />abutments. See Photos 2 and 3. <br />This condition affects approximately 5% of the chip seal area. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal <br />Distortion <br />Damage <br />2 <br />2 <br />2 <br />33 <br />2 <br />2 <br />m <br />each <br />each <br /> 31 <br /> 0 <br /> 0 <br /> 2 <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 />1900 <br />7000 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <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 />MBBR <br />Rail Type <br />Right/Left <br />Location <br />112 <br />Length (ft) <br />On steel W6 posts without stiffeners <br />Rail Modifications