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29C0022_AABH_2025-APR
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29C0022_AABH_2025-APR
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Last modified
6/5/2025 8:23:06 AM
Creation date
6/5/2025 8:22:33 AM
Metadata
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Template:
Supporting Docs - Bridge
Bridge #
29C-022
Type - Bridge Supporting Doc
Inspection
Name
Grant Line Canal - Tracy Boulevard
Text box
ID:
1
Creator:
Created:
6/5/2025 8:23 AM
Modified:
6/5/2025 8:23 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/KSHURBERT/2025_02_10_14-11-25_IMG_0742_RESIZE.JPG
ID:
2
Creator:
Created:
6/5/2025 8:23 AM
Modified:
6/5/2025 8:23 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/KSHURBERT/2025_02_10_14-08-25_IMG_0722_RESIZE.JPG
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Printed on:Wednesday 05/07/2025 08:05 AM 29C0022/AABH/152630Pageof9 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />19 <br />107 <br />113 <br />152 <br />Girder/Beam-Steel <br />Corrosion <br />Steel Coating-Paint <br />Paint Sys Breakdown (Steel PC) <br />Stringer-Steel <br />Corrosion <br />Steel Coating-Paint <br />Paint Sys Breakdown (Steel PC) <br />Floor Beam-Steel <br />Corrosion <br />Cracking <br />Steel Coating-Paint <br />Paint Sys Breakdown (Steel PC) <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />116 <br />39 <br />600 <br />250 <br />146 <br />13 <br />23 <br />8 <br />113 <br />40 <br />1 <br />530 <br />200 <br />m <br />each <br />sq.m <br />each <br />m <br />each <br />sq.m <br />each <br />m <br />each <br />each <br />sq.m <br />each <br /> 77 <br /> 0 <br /> 350 <br /> 0 <br /> 133 <br /> 0 <br /> 15 <br /> 0 <br /> 72 <br /> 0 <br /> 0 <br /> 330 <br /> 0 <br /> 39 <br /> 39 <br /> 150 <br /> 150 <br /> 13 <br /> 13 <br /> 4 <br /> 4 <br /> 41 <br /> 40 <br /> 1 <br /> 150 <br /> 150 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 10 <br /> 10 <br /> 0 <br /> 0 <br /> 100 <br /> 100 <br /> 0 <br /> 0 <br /> 4 <br /> 4 <br /> 0 <br /> 0 <br /> 0 <br /> 40 <br /> 40 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />1000 <br />515 <br />1000 <br />515 <br />1000 <br />1010 <br />515 <br />3450 <br />3450 <br />3450 <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />(107) Girder/Beam-Steel <br />(107-1000) Corrosion <br />(107-515-3450) Paint Sys Breakdown (Steel PC) <br />(113-1000) Corrosion <br />(113-515-3450) Paint Sys Breakdown (Steel PC) <br />(152) Floor Beam-Steel <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 freckled rust on the bottom flanges of the girders (see Photos 14 and 15). <br />There is corrosion and the paint is peeling and fading in other various locations (see Photos 14 and 15). <br />There is freckled rust on the bottom flanges of the stringers (see Photos 14 and 15). <br />There is corrosion and the paint is peeling and fading in various locations (see Photos 14 and 15). <br />Non-Routine Inspection Element Notes: <br />Non-Routine Inspection Element Notes: <br />FCMI (04/21/2021): See the report narrative for the list of members that were inspected. <br />FCMI (04/21/2021): See the report narrative for the list of members that were inspected. <br />JOINT - APPROACH - RAIL <br />Photo 12 <br />Approach Slab Condition (near Abutment 1) <br />Photo 13 <br />Approach Slab Condition (near Abutment 14) <br />JOINT/APPROACH/RAIL PHOTOGRAPHS
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