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Printed on:Friday 02/14/2025 11:47 AM 29C0359/AAAO/148027Pageof4 <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 (grass and trees). The bed is comprised of silt and <br />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 />5 STABLE W/IN FOOTING OR PILESCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 4 PROTECTION UNDERMINED <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 />220 <br />Pier Wall-RC <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Pile Cap/Footing-RC <br />Scour <br />2 <br />2 <br />2 <br />2 <br />2 <br />8 <br />3 <br />20 <br />7 <br />7 <br />m <br />each <br />m <br />m <br />each <br /> 5 <br /> 0 <br /> 20 <br /> 0 <br /> 0 <br /> 3 <br /> 3 <br /> 0 <br /> 7 <br /> 7 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1190 <br />6000 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)(6) <br />(210-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(220-6000) Scour <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 abrasion exposing sound large aggregate in both faces of the upstream nose of Pier 2. This condition extends approximately <br />10 feet downstream. (See Photo 1 dated 11/1482018). This condition has been previously reported and no significant changes were <br />noted. <br />This quantity includes monolithic wingwalls. <br />There is minor abrasion in the Abutment 1 and Abutment 3 faces. (See Photo 2 dated 11/14/2018). A defect is not warranted at this <br />time. This condition has been previously reported and no significant changes were noted. <br />The Abutment 1 footing is exposed 6 inches vertically at the right end and tapers to 2 inches vertically at the left/upstream end. No <br />undermining was noted when probed. (See Photo 3 dated 11/09/2022). This condition has been previously reported and no significant <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />331 Railing-RC 2 13 m 13 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 />There were no significant defects noted.