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2021-29C-074
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2021-29C-074
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Last modified
5/29/2025 1:02:22 PM
Creation date
5/29/2025 1:02:09 PM
Metadata
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Template:
Supporting Docs - Bridge
Bridge #
29C-074
Type - Bridge Supporting Doc
Inspection
Name
North Little Johns Creek - Jack Tone Road
Text box
ID:
1
Creator:
Created:
5/29/2025 1:02 PM
Modified:
5/29/2025 1:02 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2021_03_09_13-25-37_IMG_1208_RESIZE.JPG
ID:
2
Creator:
Created:
5/29/2025 1:02 PM
Modified:
5/29/2025 1:02 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2021_03_09_13-26-02_IMG_1210_RESIZE.JPG
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Printed on:Friday 08/13/2021 02:05 PM 29C0074/AAAI/70601Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Dirt with some broken concrete riprap at abutments. <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 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 4 <br />Typical transverse cracks at supports in the deck wearing <br />surface. Pier 3 shown <br />Photo 5 <br />Typical emulsion filled transverse cracks and joint at both <br />abutments. Abutment 1 shown <br /> DECK PHOTOGRAPHS <br />205 <br />215 <br />Column-RC <br />Abutment-RC <br />2 <br />2 <br />12 <br />30 <br />each <br />m <br /> 12 <br /> 30 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br />SUBSTRUCTURE <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 defects noted. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 69 m 69 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. <br />Misc. Steel <br />Rail Type <br />Right/Left <br />Location <br />308 <br />Length (ft) <br />Thrie Beam on W6 posts <br />Rail Modifications
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