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29C0112_AAAO_2025-MAR
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29C0112_AAAO_2025-MAR
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Last modified
7/2/2025 3:16:54 PM
Creation date
7/2/2025 3:12:55 PM
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Template:
Supporting Docs - Bridge
Bridge #
29C-112
Type - Bridge Supporting Doc
Inspection
Name
Littlejohns Creek - Stanley Road
Text box
ID:
1
Creator:
Created:
7/2/2025 3:13 PM
Modified:
7/2/2025 3:13 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2025_03_17_17-50-33_IMG_4250.JPG
ID:
2
Creator:
Created:
7/2/2025 3:13 PM
Modified:
7/2/2025 3:13 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2025_03_17_17-53-17_IMG_4269.JPG
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Department of Transportation - Division of Maintenance <br />Structure Maintenance & Investigations <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />Elem Defect/ Element Description Env Total <br />No. Prot Defect Qty <br />330 Railing -Metal 2 52 <br />(330) Railing -Metal <br />There were no significant defects noted. <br />JOINT/APPROACH/RAIL PHOTOGRAPHS <br />Photo 1 <br />Abutment 1 AC approach <br />Units Qty in each Condition State <br />CS 1 CS 2 CS 3 CS 4 <br />m 52 0 0 0 <br />Photo 2 <br />Abutment 4 AC approach <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE (59) SUPERSTRUCTURE RATING = 6 <br />DESCRIPTION UNDER STRUCTURE <br />(42b) TYPE OF SERVICE UNDER <br />5-WATERWAY <br />(38) NAVIGATION CONTROL 0: NO CONTROL <br />(69) UNDERCLEARANCES V - H <br />N NOT APPLICABLE (NBI) <br />(111) PIER PROTECTION <br />N/A <br />(71) WATER ADEQUACY <br />7 ABOVE MINIMUM <br />(39) NAVIGATION VERTICAL CLEARANCE <br />0.0 M <br />(61) CHANNEL PROTECTION <br />6 BANK SLUMPING <br />(116) VERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR <br />M <br />(113) SCOUR <br />5 STABLE W/IN FOOTING OR PILE <br />(40) NAVIGATION HORIZONTAL CLEARANCE <br />0.0 M <br />SCOUR POA DATE <br />N/A <br />CHANNEL DESCRIPTION <br />Sinuous creek situated in a wide floodplain with lightly vegetated slopes. The bed is comprised of silt. <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES (60)SUBSTRUCTURE RATING = 6 <br />Elem Defect/ Element Description Env Total Units Qty in each Condition State <br />No. Prot Defect Qty CS 1 CS 2 CS 3 CS 4 <br />205 Column -RC 2 8 each 8 0 0 0 <br />(205) Column -RC <br />There were no significant defects noted. <br />215 Abutment -RC 2 33 m 0 33 0 0 <br />6000 Scour 2 33 0 33 0 0 <br />(215) Abutment -RC <br />This quantity includes monolithic wingwalls. <br />(215-6000) Scour <br />The bottom of the diaphragm at both abutments are exposed vertically approximately 2 inches and undermined intermittently <br />approximately 6 inches. The right of Abutment 1 had 1 pile exposed 6 inches vertically. See Photos 8 through 10. <br />Printed on: Friday 06/06/2025 09:57 AM Page 6 of 8 29C0112/AAAO/151406 <br />
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