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2023-29C-264
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2023-29C-264
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Last modified
6/3/2025 9:38:19 AM
Creation date
6/3/2025 9:38:11 AM
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Supporting Docs - Bridge
Bridge #
29C-264
Type - Bridge Supporting Doc
Inspection
Name
Pixley Slough - Angier Road
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ID:
1
Creator:
Created:
6/3/2025 9:38 AM
Modified:
6/3/2025 9:38 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/KSHURBERT/2023_11_13_13-33-59_BYTC1133_RESIZE.JPG
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Printed on:Tuesday 11/28/2023 08:16 AM 29C0264/AAAK/114942Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Natural earth with grass and tules. <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 />8 STABLE ABOVE FOOTINGSCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 7 MINOR DAMAGE <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 2 <br />Elevation (right side) <br />OTHER PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />241 Culvert-RC <br />Cracking (RC and Other) <br />Abrasion (PS Conc./RC) <br />Deck Wearing Surface-Asphalt <br />2 <br />2 <br />2 <br />2 <br />20 <br />6 <br />14 <br />80 <br />m <br />each <br />each <br />sq.m <br /> 0 <br /> 0 <br /> 0 <br /> 80 <br /> 20 <br /> 6 <br /> 14 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1130 <br />1190 <br />510 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) N <br />(62) CULVERT RATING = 6 <br />(241-1130) Cracking (RC and Other) <br />(241-1190) Abrasion (PS Conc./RC) <br />(241-510) Deck Wearing Surface-Asphalt <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 are up to 0.04 inch wide vertical cracks in the supports (see Photo 6 BIR 09/17/2019). <br />There is up to two feet of abrasion with exposed secure coarse aggregate along all of the culvert supports (see Photos 5 through 7 <br />BIR 09/02/2021). There is a less than six inch diameter spall in Pier 2 left nose above the abrasion. <br />There were no significant defects noted.
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