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2022-29C-226
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2022-29C-226
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Last modified
6/2/2025 3:17:44 PM
Creation date
6/2/2025 3:17:38 PM
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Template:
Supporting Docs - Bridge
Bridge #
29C-226
Type - Bridge Supporting Doc
Inspection
Name
Banta - Carbona Irrigation Canal - Durham Ferry Road
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Printed on:Tuesday 11/01/2022 09:36 AM 29C0226/AAAH/90694Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Concrete-lined trapezoidal. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />9 ABOVE 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 />8 STABLE ABOVE FOOTINGSCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 8 PROTECTED <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />210 <br />215 <br />Pier Wall-RC <br />Abutment-RC <br />2 <br />2 <br />11 <br />22 <br />m <br />m <br /> 11 <br /> 22 <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 />(210) Pier Wall-RC <br />(215) Abutment-RC <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 />There were no significant defects noted. <br />(36a) Rail Code 0000 <br />331 Railing-RC <br />Delamination/Spall/Patched Area <br />2 <br />2 <br />14 <br />4 <br />m <br />each <br /> 10 <br /> 0 <br /> 4 <br /> 4 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1080 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(331-1080) Delamination/Spall/Patched Area <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 />The upper and inner faces of the left rail are delaminated over approximately 50% of its length, generally centered about <br />the middle of the bridge. See Photo 13 dated 06/27/2018.
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