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Printed on:Monday 04/07/2025 01:24 PM 29C0466/AAAB/148023Pageof44 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Small canal channel with trapezoidal section and straight alignment. RC apron inverts with cut off walls next to ends of culvert. Silty, <br />sandy soil on sides and bottom of channel beyond culvert. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />8 EQUAL 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 />N: NOT APPLICABLE5-WATERWAY <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />8 STABLE ABOVE FOOTINGSCOUR <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 />DECK WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />241 Culvert-RC <br />Efflorescence/Rust Staining <br />Scour <br />2 <br />2 <br />2 <br />100 <br />1 <br />2 <br />m <br />each <br />each <br /> 97 <br /> 0 <br /> 0 <br /> 3 <br /> 1 <br /> 2 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br />1120 <br />6000 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) N <br />(62) CULVERT RATING = 7 <br />WORK RECOMMENDATIONS <br />(241) Culvert-RC <br />(241-1120) Efflorescence/Rust Staining <br />(241-6000) Scour <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 />Approximately 1% of the construction joint patches are unsound. (See Photo 3 dated 11/04/2022). No defect is warranted at this time. <br />This condition has been previously reported and no significant changes were noted. <br />There is a vertical crack up to 0.01 inches wide with mild efflorescence in the Span 1 side of Pier 2 near the left side. (See Photo 4 <br />dated 11/04/2022). This condition has been previously reported and no significant changes were noted. <br />The channel invert is exposed vertically up to 11 inches on both the left side and up to 16 inches on the right side of the structure. No <br />undermining was observed. (See Photo 2 dated 11/04/2022). This condition has been previously reported and no significant changes <br />were noted. <br />331 Railing-RC 2 27 m 27 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />JOINT - APPROACH - RAIL <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 no significant defects noted.