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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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Template:
Supporting Docs - Bridge
Bridge #
29C-423
Type - Bridge Supporting Doc
Inspection
Name
Duck Creek Branch - Waverly Road
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ID:
1
Creator:
Created:
6/3/2025 3:33 PM
Modified:
6/3/2025 3:33 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2024_11_08_13-52-49_IMG_6967_RESIZE.JPG
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Printed on:Friday 02/14/2025 11:46 AM 29C0423/AAAH/148019Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <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 4 <br />Longitudinal crack along the centerline of the soffit in all spans. <br />Span 1 shown <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 5 <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 State <br />Cracking (RC and Other)2 148 each 0 105 43 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1130 <br />Defect <br />(38-1130) Cracking (RC and Other) <br />There are diagonal, longitudinal and transverse cracks up to 0.06 inches wide spaced as close as 12 inches on center throughout the <br />deck. There are some pattern cracks developing up to 0.03 inches wide spaced 6 inches on center in the deck. (See Photos 2 <br />through 4 dated 11/10/2022). This condition has been previously reported and no significant changes were noted. <br />There is a single longitudinal crack up to 0.01 inches wide along centerline of the soffit in all spans. (See Photo 4). This condition has <br />been previously reported as and was upgraded to a defect during this investigation. <br />(58) 5DECK RATING = <br />(36a) Rail Code 1010 <br />331 Railing-RC 2 43 m 43 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(331) Railing-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 were no significant defects noted.
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