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Printed on:Wednesday 04/30/2025 02:26 PM 29C0207/AAAO/151729Pageof4 <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 6 BANK SLUMPING <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 />Column-RC <br />Abutment-RC <br />2 <br />2 <br />8 <br />31 <br />each <br />m <br /> 8 <br /> 31 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)8 <br />(205) Column-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 />Cracking (RC and Other) <br />Deck Wearing Surface-Asphalt <br />Effectiveness (WS) <br />2 <br />2 <br />2 <br />2 <br />217 <br />4 <br />130 <br />19 <br />sq.m <br />each <br />sq.m <br />each <br /> 213 <br /> 0 <br /> 111 <br /> 0 <br /> 4 <br /> 4 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 19 <br /> 19 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1130 <br />510 <br />Defect <br />3230 <br />(38-1130) Cracking (RC and Other) <br />(38-510-3230) Effectiveness (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 0.05 inches extending 20 feet from Abutment 4, along the deck centerline, seen through the deck <br />wearing surface. (See Photo 1 dated 02/21/2019). This condition has been previously reported and no significant changes were <br />noted. <br />There are transverse cracks up to 0.05 inches wide spread across the deck over Pier 2 for 10 feet and extending 5 feet from <br />Abutment 4, seen through the deck wearing surface. (See Photo 2 dated 02/21/2019). This condition has been previously reported <br />and no significant changes were noted. <br />Approximately 15% of the AC overlay has worn off the deck primarily in the northbound lane. (See Photo 6 dated 02/07/2023). This <br />condition has been previously reported and no significant changes were noted. <br />There were no significant defects noted. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 44 m 44 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.