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Printed on:Thursday 09/16/2021 07:09 AM 29C0205/AAAL/72014Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />241 Culvert-RC <br />Efflorescence/Rust Staining <br />Abrasion (PS Conc./RC) <br />Deck Wearing Surface-Asphalt <br />Cracking-AC (WS) <br />2 <br />2 <br />2 <br />2 <br />2 <br />20 <br />2 <br />18 <br />76 <br />9 <br />m <br />each <br />each <br />sq.m <br />each <br /> 0 <br /> 0 <br /> 0 <br /> 67 <br /> 0 <br /> 20 <br /> 2 <br /> 18 <br /> 4 <br /> 4 <br /> 0 <br /> 0 <br /> 0 <br /> 5 <br /> 5 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1120 <br />1190 <br />510 <br />3220 <br />SUBSTRUCTURE <br />(62) CULVERT RATING = 6 <br />(241-1120) Efflorescence/Rust Staining <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 />There are two longitudinal soffit cracks at the midspan of Cell 2 with efflorescence (see Photos 5 and 6). <br />There is up to three feet of abrasion with exposed secure coarse aggregate along all of the culvert supports (see Photos 7 through <br />9). <br />There is an up to 0.75 inch wide by 15 feet long transverse AC crack in the northbound lane. There are up to 0.5 inch wide by six <br />feet long transverse AC cracks. See Photos 10 and 11. <br />Photo 5 <br />Soffit Crack (Cell 2) <br />Photo 6 <br />Soffit Crack (Cell 2) <br />Photo 7 <br />Abrasion (Abutment 1) <br />Photo 8 <br />Abrasion (Pier 2, right side) <br />CULVERT PHOTOGRAPHS