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2024-29C-220
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2024-29C-220
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Last modified
6/2/2025 2:30:29 PM
Creation date
6/2/2025 2:30:19 PM
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Supporting Docs - Bridge
Bridge #
29C-220
Type - Bridge Supporting Doc
Inspection
Name
California Aqueduct - PM 021.15 - Chrisman Road
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ID:
1
Creator:
Created:
6/2/2025 2:30 PM
Modified:
6/2/2025 2:30 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2024_08_18_11-47-57_29C0220_MAP_VIEW_RESIZE.JPG
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Printed on:Thursday 10/03/2024 11:45 AM 29C0220/AAAS/136924Pageof7 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />RC-lined trapezoidal channel. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />9 ABOVE DESIRABLEWATER ADEQUACY <br /> MVERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR <br />NAVIGATION CONTROL <br />0.0 MNAVIGATION HORIZONTAL CLEARANCE <br />0.0 MNAVIGATION VERTICAL CLEARANCE <br />PIER PROTECTION <br />0: NO CONTROL5-WATERWAY <br />8 STABLE ABOVE FOOTINGSCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 8 PROTECTED <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />Photo 1 <br />Map View <br />OTHER PHOTOGRAPHS <br />210 <br />215 <br />252 <br />Pier Wall-RC <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Pile-CIDH <br />2 <br />2 <br />2 <br />2 <br />10 <br />10 <br />35 <br />1 <br />m <br />each <br />m <br />ea. <br /> 0 <br /> 0 <br /> 35 <br /> 1 <br /> 10 <br /> 10 <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 />1190 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)(6) <br />(210) Pier Wall-RC <br />(210-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <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 />There were no significant defects noted. <br />The quantity shown here includes the monolithic RC wingwalls at each abutment. <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 />Non-Routine Inspection Element Notes: <br />Non-Routine Inspection Element Notes: <br />UWI (02/13/2024): No ELI changes. <br />UWI (02/13/2024): Pier wall shows abrasion, exposing secure course aggregate, and 10 meters will remain in CS2.
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