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29C0206_AAAP_2025-JAN
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29C0206_AAAP_2025-JAN
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Last modified
6/5/2025 9:17:39 AM
Creation date
6/5/2025 9:17:11 AM
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Template:
Supporting Docs - Bridge
Bridge #
29C-206
Type - Bridge Supporting Doc
Inspection
Name
Stockton Diverting Canal - Cherokee Road
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ID:
1
Creator:
Created:
6/5/2025 9:17 AM
Modified:
6/5/2025 9:17 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2025_01_02_15-09-59_IMG_1622.JPG
ID:
2
Creator:
Created:
6/5/2025 9:17 AM
Modified:
6/5/2025 9:17 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2025_01_02_15-09-34_IMG_1620.JPG
ID:
3
Creator:
Created:
6/5/2025 9:17 AM
Modified:
6/5/2025 9:17 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2025_01_02_15-12-08_IMG_1639.JPG
ID:
4
Creator:
Created:
6/5/2025 9:17 AM
Modified:
6/5/2025 9:17 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2025_01_02_15-11-45_IMG_1638.JPG
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Printed on:Tuesday 05/27/2025 03:59 PM 29C0206/AAAP/151929Pageof8 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />10 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Trapezoidal with grassy slopes. The bed is comprised of rock and clay. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />8 EQUAL 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 />5 STABLE W/IN FOOTING OR PILESCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 5 BANK PROT ERODED <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 Column-RC 2 32 each 20 12 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 5 <br />SUBSTRUCTURE RATING =(60)7 <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 />JOINT - APPROACH - RAIL <br />Photo 1 <br />Abutment 1 AC approach <br />Photo 2 <br />Abutment 1 raised AC approach <br />Photo 3 <br />Abutment 10 AC approach crack <br />Photo 4 <br />Abutment 10 raised AC approach <br />JOINT/APPROACH/RAIL PHOTOGRAPHS
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