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2023-29C-286
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2023-29C-286
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Last modified
6/3/2025 10:42:02 AM
Creation date
6/3/2025 10:41:53 AM
Metadata
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Template:
Supporting Docs - Bridge
Bridge #
29C-286
Type - Bridge Supporting Doc
Inspection
Name
South Paddy Creek - Hibbard Road
Text box
ID:
1
Creator:
Created:
6/3/2025 10:42 AM
Modified:
6/3/2025 10:42 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/KSHURBERT/2023_09_18_09-27-29_IMG_2347_RESIZE.JPG
ID:
2
Creator:
Created:
6/3/2025 10:42 AM
Modified:
6/3/2025 10:42 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/KSHURBERT/2023_09_18_09-31-14_IMG_2348_RESIZE.JPG
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Printed on:Friday 10/13/2023 04:42 PM 29C0286/AAAN/115742Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Trapezoidal shaped, earth, grass, and some scattered cobble slope protection. <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 6 BANK SLUMPING <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 5 <br />Soffit Delamination (Bent 2 left side) <br />Photo 6 <br />Soffit Efflorescence/Staining (left side) <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />205 Column-RC 2 8 each 8 0 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 />(205) Column-RC <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <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 defected noted. <br />(58) 5DECK RATING = <br />(36a) Rail Code 1111 <br />331 Railing-RC <br />Cracking (RC and Other) <br />2 <br />2 <br />44 <br />44 <br />m <br />each <br /> 0 <br /> 0 <br /> 44 <br /> 44 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1130 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 35Roadway Speed MPH <br />JOINT - APPROACH - RAIL <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 />There are up to 0.04 inch wide vertical cracks spaced as close as one foot along the length of both bridge rails. Some of <br />the cracks extend down into the slab edge.
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