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Printed on:Monday 04/07/2025 01:24 PM 29C0361/AAAL/148023Pageof44 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Sinuous creek with moderately vegetated slopes (grass and weeds). The bed is comprised of silt and sand. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />9 ABOVE 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 />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 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 />DECK WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />241 Culvert-RC <br />Abrasion (PS Conc./RC) <br />Deck Wearing Surface-Asphalt <br />Cracking-AC (WS) <br />2 <br />2 <br />2 <br />2 <br />22 <br />22 <br />92 <br />27 <br />m <br />each <br />sq.m <br />each <br /> 0 <br /> 0 <br /> 65 <br /> 0 <br /> 22 <br /> 22 <br /> 27 <br /> 27 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1190 <br />510 <br />3220 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) N <br />(62) CULVERT RATING = 6 <br />WORK RECOMMENDATIONS <br />(241-1190) Abrasion (PS Conc./RC) <br />(241-510-3220) 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 />Both sides of Pier 2 are abraded for approximately half their height with the course aggregate exposed but sound. There is a similar <br />condition in both abutment faces. See Photo 4 dated 11/03/2020. This condition has been previously reported and no significant <br />changes were noted. <br />The AC deck wearing surface has grid marks ground into the surface up to 0.25 inches deep and wide spaced 6 inches on center. In <br />addition, there are diagonal cracks up to 0.5 inches wide randomly spaced. Both conditions are throughout the roadway surface. <br />(See Photo 3 dated 11/09/2022). This condition has been previously reported and no significant changes were noted.