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Printed on:Saturday 04/19/2025 07:34 AM 29C0329/AAAN/148955Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />UpstreamSide 01/07/2025X-Section Date <br />Top of Deck (right)Measured From <br /> 1.10 <br /> 1.35 <br />Vert(m) <br />Face of Abutment <br />Midspan <br />Abutment 1 <br />Location <br />CHANNEL X-SECTION <br />CommentsHoriz(m) <br /> 0.00 <br /> 1.60 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />The trapezoidal channel has earth and reeds on the bottom and grasses on the sides. The channel has a generally straight <br />alignment, with occasional 90 degree bends. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />8 EQUAL DESIRABLEWATER 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 />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />210 <br />215 <br />241 <br />Pier Wall-RC <br />Abutment-RC <br />Culvert-RC <br />2 <br />2 <br />2 <br />7 <br />23 <br />9 <br />m <br />m <br />m <br /> 7 <br /> 23 <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 />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)8 <br />(210) Pier Wall-RC <br />(215) Abutment-RC <br />(241) Culvert-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 were no significant defects noted. <br />The abutment quantity includes the monolithic wingwalls. <br />There were no significant defects noted. <br />There were no significant defects noted. <br />(36a) Rail Code 0000 <br />330 <br />331 <br />Railing-Metal <br />Railing-RC <br />2 <br />2 <br />7 <br />7 <br />m <br />m <br /> 7 <br /> 7 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 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 />(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 were no significant defects noted. <br />The right metal beam guard rail (27 inches high) is lower than standard height (29 inches), which was mentioned in <br />previous bridge reports. <br />There were no significant defects noted.