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Printed on:Thursday 04/04/2024 03:21 PM 29C0083R/AAAQ/125708Pageof66 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS <br />Work By <br />Action <br />Est CostRec Date LOCAL AGENCY <br />Sub-Misc <br />02/01/2011 <br />Str Target ROUTINE <br />Stabilize Abutment 1 and repair the spalls on both the left and right exterior sides of the abutment at the interface with the <br />superstructure. <br />Dist Target <br />EA Status PROPOSED <br />DECK WORK RECOMMENDATIONS <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Deck-Place Overlay <br />06/25/2018 <br />Str Target ROUTINE <br />Remove any unsound concrete in the deck not previously noted, patch with a cementitious material, blast clean and place a 1 inch <br />thick (minimum) polyester concrete overlay. <br />Dist Target <br />EA Status PROPOSED <br />252 Pile-CIDH 2 1 ea. 1 0 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)5 <br />WORK RECOMMENDATIONS <br />(215-1080) Delamination/Spall/Patched Area <br />(215-1130) Cracking (RC and Other) <br />(252) Pile-CIDH <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 />10 dated 06/25/2018. <br />There are a few full height vertical cracks up to 0.02 inches wide and one horizontal crack 0.02 inches wide on the face of both <br />abutments. See Photo 8 dated 06/25/2018. <br />The pile element is included to indicate the presence of piles on this structure. The piles were not exposed for visual inspection. No <br />indication of pile distress was noted in any substructure element.