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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
Metadata
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Template:
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_06_26_16-29-54_IMG_3805_RESIZE.JPG
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Printed on:Thursday 10/03/2024 11:45 AM 29C0220/AAAS/136924Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />Photo 3 <br />Typical deck cracking. Near Abutment 3, southbound lane <br />shown <br /> DECK PHOTOGRAPHS <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 />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <br />(16-510-3210) Delam./Pothole-AC (WS) <br />(16-510-3220) Cracking-AC (WS) <br />There are several areas in the AC that are worn through to expose the deck. These areas are up to 6 feet in diameter and randomly <br />located. See Photo 9 dated 06/08/2022. <br />There are several patched areas in the AC overlay that are heaving and the previously reported potholes have been filled with AC <br />material. These areas are up to 6 feet square and are generally near the supports and in the northbound lane. (See Photos 7 and 8 <br />dated 06/08/2022). Due to the distress in these patches, they are not considered to be sound. <br />These conditions have been previously reported and no significant changes were noted. <br />There are multi-directional cracks up to 0.25 inches wide in the AC overlay spaced as close as 6 inches on center. Generally, these <br />are located near the supports, AC potholes and over the noted deck Cracking defects above. (See Photo 9 dated 06/08/2022). This <br />condition has been previously reported and no significant changes were noted. <br />(58) 5DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 93 m 93 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 />(330) Railing-Metal <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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