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2023-29C-267
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2023-29C-267
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Last modified
6/3/2025 9:46:25 AM
Creation date
6/3/2025 9:46:22 AM
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Supporting Docs - Bridge
Bridge #
29C-267
Type - Bridge Supporting Doc
Inspection
Name
Pixley Slough - Pearson Road
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Printed on:Thursday 12/14/2023 08:13 AM 29C0267/AAAL/120368Pageof44 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Dirt, grass. <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 />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />8 STABLE ABOVE FOOTINGSCOUR <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 />DECK WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />241 Culvert-RC <br />Deck Wearing Surface-Asphalt <br />2 <br />2 <br />22 <br />70 <br />m <br />sq.m <br /> 22 <br /> 70 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0510 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) N <br />(62) CULVERT RATING = 7 <br />WORK RECOMMENDATIONS <br />(241) Culvert-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 were no significant defects noted. <br />The AC overlay does not cover the entire bridge deck. There were no significant defects noted. <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />JOINT - APPROACH - RAIL <br />(330-1900) Distortion <br />(330-7000) Damage <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 impact damage to the MBBR in three locations, near Abutment 1 right side (off the bridge, no defect), Pier 2 right <br />side (with broken spacer block), and Pier 2 left side. See Photos 5 and 6 BIR 09/24/2021. <br />There is impact damage to the metal rail described in item 1900 Distortion.
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