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Printed on:Thursday 05/01/2025 10:45 AM 38C0264/AAAO/150723Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />10 <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 />Deck Wearing Surface-Asphalt <br />Cracking-AC (WS) <br />Slab-RC <br />Deck Wearing Surface-Asphalt <br />Cracking-AC (WS) <br />2 <br />2 <br />2 <br />2 <br />2 <br />139 <br />6 <br />115 <br />60 <br />4 <br />sq.m <br />each <br />sq.m <br />sq.m <br />each <br /> 133 <br /> 0 <br /> 115 <br /> 56 <br /> 0 <br /> 6 <br /> 6 <br /> 0 <br /> 4 <br /> 4 <br /> 0 <br /> 0 <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 />510 <br />510 <br />Defect <br />3220 <br />3220 <br />(16) Top Flange-RC <br />(16-510-3220) Cracking-AC (WS) <br />(38) Slab-RC <br />(38-510-3220) Cracking-AC (WS) <br />There were no significant defects noted. <br /> <br />There are full width transverse cracks up to 0.5 inch wide in the AC over both the abutments. <br /> <br />No significant defects were observed. <br />The asphalt wearing surface does not cover the exterior 5 feet on the deck on both sides. <br /> <br />There are full width transverse cracks up to 0.5 inch wide in the AC over both the abutments. <br /> <br />(58) 7DECK RATING = <br />(36a) Rail Code 0010 <br />330 Railing-Metal <br />Distortion <br />Damage <br />2 <br />2 <br />2 <br />31 <br />1 <br />1 <br />m <br />each <br />each <br /> 30 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br /> 1 <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 45Roadway Speed MPH <br />JOINT - APPROACH - RAIL <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 />The end termination is distorted and disconnected on the end of the left railing at Abutment 4 likely due to vehicular impact. <br />See Photo 6 from the 01/2025 report. <br />The metal railing has impact damage described in the distortion defect.