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Printed on:Friday 12/13/2024 03:21 PM 29C0451/AAAD/147517Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Trapezoidal channel with concrete paving under the bridge. Vegetation beyond the bridge. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />9 ABOVE DESIRABLEWATER ADEQUACY <br />0.0 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 8 PROTECTED <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />312 Bearing-Enclosed 2 2 each 2 0 0 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />215 <br />225 <br />256 <br />Abutment-RC <br />Pile-Steel <br />Slope Protection <br />2 <br />2 <br />2 <br />86 <br />1 <br />2 <br />m <br />ea. <br />ea. <br /> 86 <br /> 1 <br /> 2 <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) 5 <br />SUBSTRUCTURE RATING =(60)8 <br />(312) Bearing-Enclosed <br />(215) Abutment-RC <br />(225) Pile-Steel <br />(256) Slope Protection <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 <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 />This quantity includes monolithic wingwalls. <br />There were no significant defects noted. <br />The pile element is included to indicate the presence of piles on this structure. The piles were not exposed for visual inspection. No <br />indication of pile distress was noted in any substructure element. <br />There is grout with embedded rock placed on the top of the channel protection ledge in front of both abutments to prevent unwanted <br />The enclosed bearing element is included to indicate the presence of bearings on this structure. The bearings were not exposed for <br />visual inspection. No indication of distress or alignment problems were noted in any superstructure element associated with bearings. <br />(36a) Rail Code 0010 <br />301 <br />331 <br />Joint-Pourable Seal <br />Seal Damage (Joints) <br />Railing-RC <br />2 <br />2 <br />2 <br />65 <br />2 <br />41 <br />m <br />each <br />m <br /> 63 <br /> 0 <br /> 41 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 2 <br /> 2 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />2330 <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 45Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(301-2330) Seal Damage (Joints) <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 are multiple tears and sections of missing joint material up to 16 inches long in the abutment joint seals. (See Photos <br />2 and 3 dated 09/14/2020). This condition has been previously reported and no significant changes were noted. <br />There were no significant defects noted.