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Printed on:Monday 10/14/2024 01:28 PM 29C0186/AAAR/139483Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />110 Girder/Beam-RC <br />Delamination/Spall/Patched Area <br />2 <br />2 <br />163 <br />3 <br />m <br />each <br /> 160 <br /> 0 <br /> 1 <br /> 1 <br /> 2 <br /> 2 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />1080 <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />(110) Girder/Beam-RC <br />(110-1080) Delamination/Spall/Patched Area <br />Routine Inspection Element Notes: <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 following was noted during the April 2006 inspection, but could not be verified on this date: <br />There are hairline vertical cracks throughout all of the girders in all of the spans. No defect is warranted at this time. <br />The following was noted during the April 2006 inspection, but could not be verified on this date: <br />Girder 2 in Span 2 has a 4 inch x 2 inch spall with rebar exposed near Pier 3. There is an outstanding work recommendation dated <br />10/06/2004 to clean the rebar and patch the spall. <br />Non-Routine Inspection Element Notes: <br />UWI (05/09/2014): Two transverse spalls were noted at the bottom of Girder 1 in Span 3, near Pier 3. Each is 6 inches long x 3 <br />inches wide x 1 inch deep. Minor rust staining was observed, but no section loss was detected. <br />UWI (05/27/2020): See Table 3 of the report from AECOM. There are 5 linear feet (2 meters) of girder spalls with associated exposed <br />reinforcing with section loss. A hands-on inspection of exposed reinforcing steel was not possible by the diver. Two additional meters <br />JOINT - APPROACH - RAIL <br />Photo 1 <br />Impact damage to the right rail at Abutment 4 <br />Photo 2 <br />Impact damage to the left rail at Abutment 1 <br />Photo 3 <br />Impact damage to the left rail at Abutment 4 <br />JOINT/APPROACH/RAIL PHOTOGRAPHS