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2023-29C-078
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2023-29C-078
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Last modified
5/29/2025 1:37:05 PM
Creation date
5/29/2025 1:36:51 PM
Metadata
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Template:
Supporting Docs - Bridge
Bridge #
29C-078
Type - Bridge Supporting Doc
Inspection
Name
Paddy Creek North - Jack Tone Road
Text box
ID:
1
Creator:
Created:
5/29/2025 1:37 PM
Modified:
5/29/2025 1:37 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/KSHURBERT/2023_09_18_10-50-24_IMG_2377_RESIZE.JPG
ID:
2
Creator:
Created:
5/29/2025 1:37 PM
Modified:
5/29/2025 1:37 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/KSHURBERT/2023_09_18_10-54-59_IMG_2378_RESIZE.JPG
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Printed on:Friday 10/13/2023 04:30 PM 29C0078/AAAN/115703Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Dirt with some rock slope protection at <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 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 6 <br />Edge Slab Condition (right side) <br />Photo 7 <br />Soffit Cracks (Span 3) <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 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 State <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <br />(38-1120) Efflorescence/Rust Staining <br />(38-1130) Cracking (RC and Other) <br />(38-510) Deck Wearing Surface-Asphalt <br />There are two longitudinal soffit cracks down the centerline of Span 3 with efflorescence (see Photo 7). <br />There is a 0.04 inch wide longitudinal soffit crack in the middle of Span 2. There are 0.03 inch wide pattern soffit cracks spaced at <br />approximately one foot in the middle section of Span 2. <br />There were no significant defects noted. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0001 <br />330 Railing-Metal 2 42 m 42 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <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 defects noted.
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