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2024-29C-359
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2024-29C-359
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Last modified
6/3/2025 2:27:01 PM
Creation date
6/3/2025 2:26:59 PM
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Supporting Docs - Bridge
Bridge #
29C-359
Type - Bridge Supporting Doc
Inspection
Name
Lone Tree Creek - Carrolton Road
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Printed on:Friday 02/14/2025 11:47 AM 29C0359/AAAO/148027Pageof55 <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 <br />Work By <br />Action <br />Est CostRec Date LOCAL AGENCY <br />Sub-Remove Debris <br />11/09/2022 <br />Str Target ROUTINE <br />Remove the sediment build-up in Cell 2. <br />Dist Target <br />EA Status PROPOSED <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Scour-Place Counterm <br />11/09/2022 <br />Str Target ROUTINE <br />The local agency should evaluate and place scour countermeasures in accordance with the current edition of HEC-23 "Bridge Scour <br />and Stream Instability Countermeasures: Experience, Selection and Design Guidance", FHWA. <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-Resurface <br />11/09/2022 <br />Str Target ROUTINE <br />Remove AC from the deck that exceeds 3 inches. Maximum AC thickness cannot be more that 3 inches per load rating evaulation. <br />Dist Target <br />EA Status PROPOSED <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)(6) <br />WORK RECOMMENDATIONS <br />(220-6000) 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 />changes were noted.
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