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Printed on:Tuesday 07/09/2024 03:44 PM 29C0488/DSMI/127270Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DownstreamSide 04/25/2024X-Section Date <br />Top of Headwall (left)Measured From <br />Vert(m)Location <br />CHANNEL X-SECTION <br />CommentsHoriz(m) <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Small channel. Stagnant, ponded, polluted. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />6 EQUAL MINIMUMWATER 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 />N: NOT APPLICABLE5-WATERWAY <br />6 CALCS NOT MADESCOUR <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 />Photo 5 <br />Curb Spalls (left side) <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />215 Abutment-RC <br />Efflorescence/Rust Staining <br />2 <br />2 <br />50 <br />8 <br />m <br />each <br /> 42 <br /> 0 <br /> 8 <br /> 8 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 01120 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <br />(215) Abutment-RC <br />(215-1120) Efflorescence/Rust Staining <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <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 />The quantity includes the lengths of the wingwalls. <br />There is efflorescence along the upper portion of the abutments (see Photo 3). <br />(58) 7DECK RATING = <br />(36a) Rail Code NNNN <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 45Roadway Speed MPH <br />JOINT - APPROACH - RAIL