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Printed on:Thursday 02/27/2025 11:42 AM 29C0287/AAAO/148016Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Meandering creek situated in a wide floodplain with heavily vegetated slopes (berry vines). The bed is comprised of silt and sand. <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 />3 SC - UNSTABLESCOUR <br />07/14/2021SCOUR 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 />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />210 Pier Wall-RC <br />Abrasion (PS Conc./RC) <br />2 <br />2 <br />18 <br />18 <br />m <br />each <br /> 0 <br /> 0 <br /> 18 <br /> 18 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 01190 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)6 <br />(210-1190) Abrasion (PS Conc./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 State <br />38 Slab-RC <br />Delamination/Spall/Patched Area <br />Deck Wearing Surface-Asphalt <br />2 <br />2 <br />2 <br />87 <br />3 <br />80 <br />sq.m <br />each <br />sq.m <br /> 84 <br /> 0 <br /> 80 <br /> 3 <br /> 3 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1080 <br />510 <br />Defect <br />(38-1080) Delamination/Spall/Patched Area <br />(38-510) 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 is a delamination up to 6 inches wide x 4 foot long in the left edge of the soffit near midspan of both Spans 1 and 2. See Photo <br />1 dated 11/08/2018. <br />There is a partially patched spall up to 6 inches in diameter x 1 inch deep in the right edge of the soffit in Span 2. See Photo 5 dated <br />11/08/2018. <br />These conditions have been previously reported and no significant changes were noted. <br />There were no significant defects noted. <br />There is abrasion throughout the pier walls that exposes sound large aggregate. (See Photos 2 and 3 dated 11/08/2018). Due to high <br />water levels this condition was not inspected during this investigation. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />331 Railing-RC 2 22 m 22 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 />(331) Railing-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 />The effective rail height measured 24 inches. The paint on the RC rail is chipped and peeling. <br />There were no significant defects noted.