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Printed on:Saturday 12/14/2024 10:15 AM 29C0028/AAAT/147518Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />9 <br />110 <br />311 <br />Girder/Beam-RC <br />Bearing-Moveable <br />Corrosion <br />2 <br />2 <br />2 <br />403 <br />8 <br />4 <br />m <br />each <br />each <br /> 403 <br /> 4 <br /> 0 <br /> 0 <br /> 4 <br /> 4 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />1000 <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) (7) <br />(110) Girder/Beam-RC <br />(311) Bearing-Moveable <br />(311-1000) Corrosion <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 />There is minor soot staining on the girders in Span 7. A defect is not warranted at this time. <br />There are hairline vertical cracks spaced up to 3 feet on center near the abutments. No defect is warranted at this time. <br />There is heavy debris accumulation around the bearings at both abutments. See Photo 8 dated 09/19/2018. <br />Non-Routine Inspection Element Notes: <br />Notes from the 11/16/2015 Underwater Investigation: "No significant defects were noted in the RC girders of Spans 3 to 6." <br />302 <br />330 <br />Joint-Compression Seal <br />Seal Adhesion (Joints) <br />Adjacent Deck or Header (Joints) <br />Railing-Metal <br />2 <br />2 <br />2 <br />2 <br />19 <br />1 <br />4 <br />201 <br />m <br />each <br />each <br />m <br /> 14 <br /> 0 <br /> 0 <br /> 201 <br /> 4 <br /> 0 <br /> 4 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />2320 <br />2360 <br />JOINT - APPROACH - RAIL <br />(302) Joint-Compression Seal <br />(302-2320) Seal Adhesion (Joints) <br />(302-2360) Adjacent Deck or Header (Joints) <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 />New Type B joint seals were placed prior to the 2018 routine inspection. See Photo 4 dated 09/19/2018. <br />There is a section up to 2.5 feet long of missing joint seal in the northbound lane at Abutment 1. (See Photo 6 dated <br />09/21/2022). This condition has been previously reported and no significant changes were noted. <br />The joint headers at both abutments have small spalls up to 2 inches in diameter and longitudinal cracks throughout. (See <br />Photo 5 dated 09/15/2020). This condition has been previously reported and no significant changes were noted. <br />There were no significant defects noted. <br />Photo 1 <br />New AC on the AC approach at Abutment 1 <br />Photo 2 <br />New AC on the AC approach at Abutment 8 <br />JOINT/APPROACH/RAIL PHOTOGRAPHS