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Printed on:Friday 10/13/2023 03:59 PM 29C0333/AAAN/114742Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Bed composed of sandy silt. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />7 ABOVE MINIMUMWATER 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 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 />205 <br />215 <br />227 <br />256 <br />Column-RC <br />Abutment-RC <br />Pile-RC <br />Scour <br />Slope Protection <br />2 <br />2 <br />2 <br />2 <br />2 <br />20 <br />38 <br />9 <br />9 <br />3 <br />each <br />m <br />ea. <br />each <br />ea. <br /> 20 <br /> 38 <br /> 0 <br /> 0 <br /> 3 <br /> 0 <br /> 0 <br /> 9 <br /> 9 <br /> 0 <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 />6000 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)(6) <br />(205) Column-RC <br />(215) Abutment-RC <br />(227-6000) 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 />noted. <br />There were no significant defects noted. <br />The abutment quantity includes the monolithic wingwalls. There were no significant defects noted. <br />From the 09/02/2021 BIR - There are nine exposed piles: <br />Bent 3 Pile 1 - 3.4 feet, Pile 2 - 3.0 feet, Pile 3 - 1.5 feet, Pile 4 - 1.3 feet <br />Bent 4 Pile 1 - 2.7 feet, Pile 2 - 3.0 feet, Pile 3 - 2.7 feet, Pile 4 - 2.3 feet, Pile 5 - 1.8 feet. <br />During this inspection the exposed piles were partially underwater, the exposure has not changed significantly as determined with the <br />probe stick. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0010 <br />330 Railing-Metal 2 99 m 99 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 45Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <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.