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2022-29C-376
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2022-29C-376
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Last modified
6/3/2025 2:54:26 PM
Creation date
6/3/2025 2:54:19 PM
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Template:
Supporting Docs - Bridge
Bridge #
29C-376
Type - Bridge Supporting Doc
Inspection
Name
Pixley Creek - Pearson Road
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ID:
1
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Created:
6/3/2025 2:54 PM
Modified:
6/3/2025 2:54 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/RJORGENSEN/2022_01_07_11-26-39_IMG_0317.JPG
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Printed on:Tuesday 05/31/2022 02:14 PM 29C0376/AAAK/75817Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Dirt, tules, grass. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />6 EQUAL 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 />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 />28 <br />4 <br />24 <br />90 <br />m <br />each <br />each <br />sq.m <br /> 0 <br /> 0 <br /> 0 <br /> 90 <br /> 24 <br /> 0 <br /> 24 <br /> 0 <br /> 4 <br /> 4 <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 />SUBSTRUCTURE <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 is a 0.2 inch wide by 6 foot long vertical crack at the left edge of Abutment 1. <br />There is an 0.08 inch wide by 4 foot long vertical crack with an incipient spall at the right edge of Abutment 3. <br />See photo 5. Cracks at Abutment 1 Left and Abutment 3 Right are similar. <br />It appears the wingwalls are rotating and pulling away from the culverts at the acute corners of the skewed culvert. <br />This condition has been noted in previous BIR's. See photos 1 and 2 from the 2010 BIR. <br />There is a light abrasion along the waterline on all the culvert walls. <br />There were no significant defects noted. <br />Photo 1 <br />Cracks at the corners of the Abutments <br />CULVERT PHOTOGRAPHS
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