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Printed on:Thursday 10/03/2024 11:12 AM 29C0348/AAAR/136928Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Photo 1 <br />Typical condition of the AC chip seal. Span 3 shown <br /> DECK PHOTOGRAPHS <br />110 Girder/Beam-RC <br />Cracking (RC and Other) <br />2 <br />2 <br />134 <br />10 <br />m <br />each <br /> 124 <br /> 0 <br /> 10 <br /> 10 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />1130 <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) (6) <br />(110) Girder/Beam-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 State <br />Cracking-AC (WS) <br />Effectiveness (WS) <br />2 <br />2 <br />50 <br />6 <br />each <br />each <br /> 0 <br /> 0 <br /> 50 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 6 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <br />3220 <br />3230 <br />(16) Top Flange-RC <br />(16-510-3220) Cracking-AC (WS) <br />(16-510-3230) Effectiveness (WS) <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 are transverse cracks up to 0.125 inches wide randomly spaced in the AC chip seal. (See Photo 1). This condition has been <br />previously reported and no significant changes were noted. <br />There are areas of the chip seal that have worn through exposing the concrete below. (See Photo 1). This condition has been <br />previously reported and no significant changes were noted. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal <br />Corrosion <br />2 <br />2 <br />67 <br />67 <br />m <br />each <br /> 0 <br /> 0 <br /> 67 <br /> 67 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1000 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330-1000) Corrosion <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 bridge rails have areas of flaking paint with surface rust throughout the length of the bridge as well as areas of freckled <br />rust on the bridge posts.