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Printed on:Wednesday 04/30/2025 02:24 PM 29C0379/AAAO/151731Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Natural earth. <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 />234 <br />Column-RC <br />Abutment-RC <br />Pier Cap-RC <br />2 <br />2 <br />2 <br />6 <br />34 <br />19 <br />each <br />m <br />m <br /> 6 <br /> 34 <br /> 19 <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 />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)8 <br />(205) Column-RC <br />(215) Abutment-RC <br />(234) Pier Cap-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 />(38-1120) Efflorescence/Rust Staining <br />(38-510-3210) Delam./Pothole-AC (WS) <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 are longitudinal cracks up to 0.01 inches wide with light efflorescence extending approximately 12 feet from the centerline in <br />the soffit at both abutments. (See Photo 5 dated 02/09/2023). This condition has been previously reported and no significant changes <br />were noted. <br />There are multiple small spalls up to 2 inches in diameter x 0.5 inches deep in the AC overlay throughout the deck wearing surface. <br />(See Photo 2 dated 02/16/2021). This condition has been previously reported and no significant changes were noted. <br />There is a spall up to 18 inches long x 6 inches wide x 0.5 inches deep in the AC overlay in the southbound lane near the centerline <br />of the bridge. (See Photo 3 dated 02/16/2021). This condition has been previously reported and no significant changes were noted. <br />There were no significant defects noted. <br />This quantity includes monolithic wingwalls. <br />There were no significant defects noted. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 38 m 38 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 />(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.