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Printed on:Tuesday 11/28/2023 08:12 AM 29C0143/AAAL/114846Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Natural earth with vegetation. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />7 ABOVE MINIMUMWATER 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 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 />241 Culvert-RC <br />Delamination/Spall/Patched Area <br />Cracking (RC and Other) <br />Abrasion (PS Conc./RC) <br />Deck Wearing Surface-Asphalt <br />2 <br />2 <br />2 <br />2 <br />2 <br />66 <br />1 <br />15 <br />50 <br />200 <br />m <br />each <br />each <br />each <br />sq.m <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 200 <br /> 65 <br /> 0 <br /> 15 <br /> 50 <br /> 0 <br /> 1 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1080 <br />1130 <br />510 <br />1190 <br />SUBSTRUCTURE <br />(62) CULVERT RATING = 6 <br />(241-1080) Delamination/Spall/Patched Area <br />(241-1130) Cracking (RC and Other) <br />(241-241-1190) 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 is a one foot diameter by four inch deep spall with an exposed rebar in the headwall/curb at Abutment 3 left side (see Photo 6). <br />There are up to 0.05 inch wide by four feet long vertical cracks at random locations in the supports. There are a few up to 0.02 inch <br />wide by five feet long longitudinal soffit cracks with efflorescence in both cells at random locations. <br />There is up to 2.5 feet of abrasion with exposed secure course aggregate along all the supports (see Photos 3 and 5 BIR <br />09/24/2021). <br />There were no significant defects noted. <br />Photo 6 <br />Headwall/Curb Spall (Abutment 3 left side) <br />CULVERT PHOTOGRAPHS