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Printed on:Tuesday 10/18/2022 01:44 PM 29C0370/AAAP/90688Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />110 Girder/Beam-RC <br />Cracking (RC and Other) <br />2 <br />2 <br />233 <br />15 <br />m <br />each <br /> 218 <br /> 0 <br /> 15 <br /> 15 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />1130 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />(110-1130) Cracking (RC and Other) <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/Paint/Seal) <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) Concrete Coat.(Meth/Paint/Seal) <br />(16-521-3540) Effectiveness-(Concrete PC) <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 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 />There are longitudinal and transverse deck cracks throughout up to 0.06 inches wide that are spaced as close as 6 inches on center. <br />See Photo 1 dated 06/13/2020. The deck soffit has similar random and pattern cracks spaced as close as 6 inches on center, a few of <br />which have light efflorescence. <br />The bridge deck was treated with methacrylate sometime between the 2002 and 2004 routine inspections. <br />It appears as though new cracking has developed throughout the length of the structure. See Photo 1 dated 06/13/2020. There is an <br />outstanding work recommendation from the 2016 inspection to place a polyester overlay. <br />The girders have diagonal cracks within the first 10 feet from the abutments that are hairline to 0.03 inches wide with a spacing as <br />close as 1 foot on center. At the girder-to-abutment interface, these cracks are vertical along the full height of the interface. See <br />Photo 2 dated 06/27/2018. <br />The 10/17/2012 Bridge Inspection Report stated that the girders on both sides of Pier 2 also had hairline to 0.03 inches wide diagonal <br />cracks. This condition was verified from the banks with the aid of binoculars. <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.