Laserfiche WebLink
Printed on:Monday 04/07/2025 01:03 PM 29C0345/AAAO/149692Pageof55 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />Work By <br />Action <br />Est CostRec Date LOCAL AGENCY <br />Appr Roadway-Repair <br />03/19/2019 <br />Str Target ROUTINE <br />Repave / fill the depressed areas of the approach roadway at the corners of the bridge. <br />Dist Target <br />EA Status PROPOSED <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Scour-Place Counterm <br />03/08/2005 <br />Str Target ROUTINE <br />The local agency should evaluate and place scour countermeasures at Abutment 1 in accordance with the current edition of HEC-23 <br />"Bridge Scour and Stream Instability Countermeasures: Experience, Selection and Design Guidance", FHWA. <br />Dist Target <br />EA Status PROPOSED <br />DECK WORK RECOMMENDATIONS - NONE <br />215 <br />252 <br />Abutment-RC <br />Cracking (RC and Other) <br />Scour <br />Pile-CIDH <br />Scour <br />2 <br />2 <br />2 <br />2 <br />2 <br />40 <br />6 <br />5 <br />1 <br />1 <br />m <br />each <br />each <br />ea. <br />each <br /> 29 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 11 <br /> 6 <br /> 5 <br /> 1 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1130 <br />6000 <br />6000 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />WORK RECOMMENDATIONS <br />(205) Column-RC <br />(215) Abutment-RC <br />(215-1130) Cracking (RC and Other) <br />(215-6000) Scour <br />(252) Pile-CIDH <br />(252-6000) Scour <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. <br />This condition was not inspected during this investigation. <br />This condition was not inspected during this investigation. <br />There are vertical cracks up to 0.016 inches wide spaced 6 to 16 feet on center in the faces of both abutments. <br />This condition was not inspected during this investigation. <br />The bottom of the Abutment 1 diaphragm, near the centerline, is exposed up to 19 feet long x 22 inches vertically and undermined up <br />to 11 inches. One of the piles is exposed up to 13 inches vertically. See Element 252-6000 for additional details. (See Photo 3 dated <br />03/08/2023). This condition has been previously reported and no significant changes were noted. <br />The pile element is included to indicate the presence of piles on this structure. There is one pile exposed for visual inspection. No <br />indication of pile distress was noted in any substructure element at the remaining pile locations. <br />This condition was not inspected during this investigation. <br />There is a pile exposed at Abutment 1 near the centerline of the birdge. The maximum exposure is up to 13 inches. See Element <br />215-6000 for additional details. (See Photo 3 dated 03/08/2023). This condition has been previously reported and no significant <br />changes were noted.