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Printed on:Tuesday 02/25/2025 03:16 PM 29C0293/AAAO/149563Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Meandering creek situated in a wide floodplain with moderately vegetated slopes (berry vines). The bed is comprised of silt. <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 />8 STABLE ABOVE 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 />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />210 <br />215 <br />Pier Wall-RC <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Abrasion (PS Conc./RC) <br />2 <br />2 <br />2 <br />2 <br />16 <br />2 <br />24 <br />24 <br />m <br />each <br />m <br />each <br /> 14 <br /> 0 <br /> 0 <br /> 0 <br /> 2 <br /> 2 <br /> 24 <br /> 24 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1190 <br />1190 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 6 <br />SUBSTRUCTURE RATING =(60)(5) <br />(210-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(215-1190) 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 />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <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 were no significant defects noted. <br />There is minor abrasion throughout the piers up to approximately half height of the pier walls. At the right side noses of Piers 2 and 3, <br />this abrasion exposes sound large aggregate. (See Photo 1 dated 11/08/2018). This condition has been previously reported and no <br />significant changes were noted. <br />This quantity includes monolithic wingwalls. <br />There is minor abrasion throughout the abutments up to approximately half height of the abutment faces. At the corners of Abutments <br />1 and 4, this abrasion exposes sound large aggregate. (See Photo 4 dated 11/08/2018). This condition has been previously reported <br />and no significant changes were noted. <br />(58) 6DECK RATING = <br />(36a) Rail Code 0000 <br />331 Railing-RC 2 23 m 23 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 are as follows: <br />Right rail - 26 inches from AC overlay <br />Left rail - 24 inches from AC overlay <br />There were no significant defects noted.