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2024-29C-358
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2024-29C-358
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Last modified
6/3/2025 2:24:51 PM
Creation date
6/3/2025 2:24:44 PM
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Supporting Docs - Bridge
Bridge #
29C-358
Type - Bridge Supporting Doc
Inspection
Name
SSJID Canal - Carrolton Road
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Printed on:Friday 02/14/2025 11:39 AM 29C0358/AAAM/148017Pageof55 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Bridge-Misc <br />11/01/2016 <br />Str Target ROUTINE <br />Remove bird nests on the soffit of the structure. <br />Dist Target <br />EA Status PROPOSED <br />DECK WORK RECOMMENDATIONS - NONE <br />210 <br />215 <br />Pier Wall-RC <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Abrasion (PS Conc./RC) <br />2 <br />2 <br />2 <br />2 <br />10 <br />10 <br />20 <br />20 <br />m <br />each <br />m <br />each <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 10 <br /> 10 <br /> 20 <br /> 20 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1190 <br />1190 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)6 <br />WORK RECOMMENDATIONS <br />(210) Pier Wall-RC <br />(210-1190) Abrasion (PS Conc./RC) <br />(215-1190) Abrasion (PS Conc./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 />There are three areas with missing aggregate at the construction joint on the right side of Pier 2 in Span 2. (See Photo 5 dated <br />11/02/2020). No defect is warranted at this time. <br />The pier wall is abraded for approximately 75% of its height with exposed but sound aggregate throughout. (See Photo 4 dated <br />11/02/2020). This condition has been previously reported and no significant changes were noted. <br />The abutments are abraded for approximately 50% of their height with exposed but sound aggregate throughout. (See Photo 6 dated <br />11/02/2020). This condition has been previously reported and no significant changes were noted.
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