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29C0051_AAAQ_2025-FEB
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29C0051_AAAQ_2025-FEB
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Last modified
6/5/2025 8:29:09 AM
Creation date
6/5/2025 8:28:58 AM
Metadata
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Template:
Supporting Docs - Bridge
Bridge #
29C-051
Type - Bridge Supporting Doc
Inspection
Name
Mormon Slough - Escalon Bellota Road
Text box
ID:
1
Creator:
Created:
6/5/2025 8:29 AM
Modified:
6/5/2025 8:29 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2025_02_19_12-23-58_IMG_8152_RESIZE.JPG
ID:
2
Creator:
Created:
6/5/2025 8:29 AM
Modified:
6/5/2025 8:29 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2025_02_19_12-22-29_IMG_8142_RESIZE.JPG
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Printed on:Wednesday 04/30/2025 02:28 PM 29C0051/AAAQ/151728Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Natural earth <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 />3 SC - UNSTABLESCOUR <br />07/14/2021SCOUR POA DATE <br />CHANNEL PROTECTION 3 BANK PROT FAILED <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 />Delamination in the left edge of deck at the 7th post from <br />Abutment 10 <br />Photo 2 <br />Typical deck cracking. Near Abutment 10 shown <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />205 Column-RC <br />Cracking (RC and Other) <br />2 <br />2 <br />40 <br />1 <br />each <br />each <br /> 39 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 01130 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 5 <br />SUBSTRUCTURE RATING =(60)5 <br />(205-1130) Cracking (RC and Other) <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <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 is a full width horizontal crack up to 0.125 inches wide with edge spalling in Column 5 at Pier 5. There is a support bracket <br />attached between Columns 4 and 5. See Photos 3 and 4. <br />(58) 5DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 136 m 136 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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