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Printed on:Saturday 06/24/2023 11:19 AM 38C0264/AAAN/107488Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Concrete Lined - Trapezoidal. <br />Upstream at right. <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 />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 />110 Girder/Beam-RC 2 77 m 77 0 0 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)5 <br />(110) Girder/Beam-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 <br />Deck Wearing Surface-Asphalt <br />Slab-RC <br />Deck Wearing Surface-Asphalt <br />Cracking-AC (WS) <br />2 <br />2 <br />2 <br />2 <br />38 <br />103 <br />103 <br />15 <br />sq.m <br />sq.m <br />sq.m <br />each <br /> 38 <br /> 103 <br /> 88 <br /> 0 <br /> 0 <br /> 0 <br /> 15 <br /> 15 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />510 <br />510 <br />Defect <br />3220 <br />(16) Top Flange-RC <br />(16-510) Deck Wearing Surface-Asphalt <br />(38) Slab-RC <br />(38-510-3220) Cracking-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 />Element DescriptionElem Env Total Units Qty in each Condition StateDefect/ <br />There were no significant defects noted. <br />The asphalt wearing surface does not cover the exterior 5 feet on the deck on both sides. <br />No significant defects were observed. <br />No significant defects were observed. <br />Full width transverse cracks up to 0.5 inch were present in the AC over both the abutments. <br />There were no significant defects noted. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0010 <br />330 Railing-Metal 2 31 m 31 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.