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Printed on:Thursday 12/14/2023 08:13 AM 29C0266/AAAM/120368Pageof44 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Natural earth with local vegetation <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 />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 />241 Culvert-RC <br />Cracking (RC and Other) <br />Abrasion (PS Conc./RC) <br />Deck Wearing Surface-Asphalt <br />2 <br />2 <br />2 <br />2 <br />26 <br />2 <br />24 <br />80 <br />m <br />each <br />each <br />sq.m <br /> 0 <br /> 0 <br /> 0 <br /> 80 <br /> 26 <br /> 2 <br /> 24 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1130 <br />1190 <br />510 <br />SUBSTRUCTURE <br />(62) CULVERT RATING = 6 <br />WORK RECOMMENDATIONS <br />(241-1130) Cracking (RC and Other) <br />(241-1190) Abrasion (PS Conc./RC) <br />(241-510) Deck Wearing Surface-Asphalt <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 two 0.04 inch wide vertical cracks spaced at approximately ten feet in the pier wall. The cracks are mirrored on both sides <br />of the pier wall. <br />There is approximately vertical 18 inches of abrasion with exposed secure coarse aggregate along all the supports (see Photo 5 BIR <br />09/24/2021). <br />The AC overlay does not cover the entire bridge deck. There were no significant defects noted.