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Printed on:Thursday 10/03/2024 11:45 AM 29C0370/AAAR/136924Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Concrete-lined trapezoidal section. <br />Photo 3 <br />Typical cracks in the girders. Girder 1 near Abutment 1 shown <br /> SUPERSTRUCTURE PHOTOGRAPHS <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />9 ABOVE DESIRABLEWATER ADEQUACY <br /> MVERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR <br />NAVIGATION CONTROL <br />0.0 MNAVIGATION HORIZONTAL CLEARANCE <br />0.0 MNAVIGATION VERTICAL CLEARANCE <br />PIER PROTECTION <br />0: NO CONTROL5-WATERWAY <br />8 STABLE ABOVE FOOTINGSCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 8 PROTECTED <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <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 />210 Pier Wall-RC <br />Abrasion (PS Conc./RC) <br />2 <br />2 <br />8 <br />8 <br />m <br />each <br /> 0 <br /> 0 <br /> 8 <br /> 8 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 01190 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <br />(110-1130) Cracking (RC and Other) <br />(210) Pier Wall-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 StateDefect/ <br />Prot Defect <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 />Non-Routine Inspection Element Notes: <br />There are diagonal cracks up to 0.03 inches wide and spaced as close as 12 inches on center in the girders within 10 feet of the <br />abutments. See Photo 3. <br />There are full-height vertical cracks up to 0.01 inch wide at the girder-to-abutment interface. See 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 />These conditions have been previously reported and no significant changes were noted.