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2023-29C-048
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2023-29C-048
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Last modified
5/29/2025 10:18:25 AM
Creation date
5/29/2025 10:18:14 AM
Metadata
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Template:
Supporting Docs - Bridge
Bridge #
29C-048
Type - Bridge Supporting Doc
Inspection
Name
Stockton Diverting Canal - Wilson Way
Text box
ID:
1
Creator:
Created:
5/29/2025 10:18 AM
Modified:
5/29/2025 10:18 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/GNAVARRETE/2023_01_27_12-52-36_P1400832_RESIZE.JPG
ID:
2
Creator:
Created:
5/29/2025 10:18 AM
Modified:
5/29/2025 10:18 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/GNAVARRETE/2023_01_27_13-02-25_P1400857_RESIZE.JPG
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Printed on:Tuesday 05/30/2023 08:30 AM 29C0048/AAAO/102092Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />The bed is comprised of silt. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />7 ABOVE MINIMUMWATER 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 />5 STABLE W/IN FOOTING OR PILESCOUR <br />10/28/2005SCOUR POA DATE <br />CHANNEL PROTECTION 9 NO DEFICIENCIES <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />205 <br />215 <br />227 <br />Column-RC <br />Abutment-RC <br />Pile-RC <br />2 <br />2 <br />2 <br />91 <br />56 <br />5 <br />each <br />m <br />ea. <br /> 91 <br /> 56 <br /> 5 <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 />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <br />(205) Column-RC <br />(215) Abutment-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. <br />There were no significant defects noted. <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />JOINT - APPROACH - RAIL <br />(331) Railing-RC <br />(331-1130) Cracking (RC and Other) <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 />The are 0.03 inch wide vertical cracks spaced at 1 to 6 foot apart throughout the RC railings (see 2019 archived photos 12 <br />to 13). <br />Photo 2 <br />Impending potholes at the approach AC roadway near <br />Abutment 1. <br />Photo 4 <br />Joint header spall at Abutment 1. <br />JOINT/APPROACH/RAIL PHOTOGRAPHS
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