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2024-29C-423
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2024-29C-423
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Last modified
6/3/2025 3:33:35 PM
Creation date
6/3/2025 3:33:26 PM
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Supporting Docs - Bridge
Bridge #
29C-423
Type - Bridge Supporting Doc
Inspection
Name
Duck Creek Branch - Waverly Road
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Printed on:Friday 02/14/2025 11:46 AM 29C0423/AAAH/148019Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />UpstreamSide 11/08/2024X-Section Date <br />Top of RC Rail (Right)Measured From <br /> 2.40 <br /> 4.05 <br /> 4.60 <br /> 4.60 <br /> 4.60 <br /> 1.95 <br />Vert(m) <br />Top of gabion basket at face of abutment <br />Change in slope/end of gabion baskets <br />Thalweg <br />Change in slope/end of gabion baskets <br />Face of abutment <br />Abutment 1 <br />Pier 2 <br />Abutment 3 <br />Location <br />CHANNEL X-SECTION <br />CommentsHoriz(m) <br /> 0.00 <br /> 3.60 <br /> 6.00 <br /> 10.20 <br /> 14.50 <br /> 19.40 <br />CHANNEL DESCRIPTION <br />U-shaped channel comprised of earth. <br />205 <br />215 <br />252 <br />256 <br />Column-RC <br />Abutment-RC <br />Pile-CIDH <br />Slope Protection <br />2 <br />2 <br />2 <br />2 <br />5 <br />39 <br />1 <br />2 <br />each <br />m <br />ea. <br />ea. <br /> 5 <br /> 39 <br /> 1 <br /> 2 <br /> 0 <br /> 0 <br /> 0 <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 />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)8 <br />(205) Column-RC <br />(215) Abutment-RC <br />(252) Pile-CIDH <br />(256) Slope Protection <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 quantity includes monolithic wingwalls. <br />There were no significant defects noted. <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. <br />There were no significant defects noted.
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