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Printed on:Thursday 10/03/2024 11:45 AM 29C0370/AAAR/136924Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Photo 2 <br />Typical soffit cracks with efflorescence. Bay 1 near Abutment 1 <br />shown <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE <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 />16 Top Flange-RC <br />Cracking (RC and Other) <br />Concrete Coat.(Meth/Sealer) <br />Effectiveness-(Concrete PC) <br />2 <br />2 <br />2 <br />2 <br />488 <br />488 <br />459 <br />459 <br />sq.m <br />each <br />sq.m <br />each <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 488 <br /> 488 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 459 <br /> 459 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1130 <br />521 <br />Defect <br />3540 <br />(16) Top Flange-RC <br />(16-1130) Cracking (RC and Other) <br />(16-521-3540) Effectiveness-(Concrete PC) <br />The deck has shallow abrasion throughout the wheel lines. There is an outstanding work recommendation to place a polyester <br />overlay due to the cracking, abrasion and high truck ADT. <br />The deck was treated with methacrylate between the 2002 and 2004 routine inspection. <br />Treated deck cracks are longitudinal and transverse cracks up to 0.06 inches wide and spaced as close as 6 inches on center <br />throughout the deck. (See Photo 1 dated 06/13/2020). Similar untreated cracks are visible on the deck. <br />There are longitudinal and transverse cracks up to 0.01 inches wide, randomly spaced and located with light efflorescence in the <br />soffit. (See Photo 2). This condition has been previously reported and no significant changes were noted. <br />The methacrylate is no longer providing protection to the bridge deck. The deck cracks are opening, have edge spalling and new <br />cracking is developing. See Defect 1130 for more details. <br />There is an outstanding work recommendation from the 2016 inspection to place a polyester overlay. <br />(58) 4DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 94 m 94 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 />(330) Railing-Metal <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.