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Printed on:Friday 02/14/2025 11:36 AM 29C0244/AAAO/148015Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Earthen channel with 90 degree bends immediately up and downstream. Light grasses throughout. No armor or erosion. <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 />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 />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />205 <br />210 <br />Column-RC <br />Delamination/Spall/Patched Area <br />Abrasion (PS Conc./RC) <br />Pier Wall-RC <br />Abrasion (PS Conc./RC) <br />2 <br />2 <br />2 <br />2 <br />2 <br />9 <br />2 <br />7 <br />9 <br />3 <br />each <br />each <br />each <br />m <br />each <br /> 0 <br /> 0 <br /> 0 <br /> 6 <br /> 0 <br /> 8 <br /> 1 <br /> 7 <br /> 3 <br /> 3 <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 />1190 <br />1190 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 6 <br />SUBSTRUCTURE RATING =(60)(5) <br />(205-1080) Delamination/Spall/Patched Area <br />(205-1190) Abrasion (PS Conc./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 State <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <br />(38-1080) Delamination/Spall/Patched Area <br />(38-510) 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 delamination up to 6 inches long x full-depth of slab in the left corner at Abutment 5. (See Photo 6 dated 11/03/2020). This <br />condition has been previously reported and no significant changes were noted. <br />There were no significant defects noted. <br />At Bent 2, all three columns have patched spalls up to 12 inches tall x 0.5 inches wide. (See Photo 7 dated 11/03/2020). On the Span <br />1 side the patches have failed on all three columns. See Photos 1 through 3. <br />At Bent 4, on the Span 4 side of Column 2, there is a spall up to 12 inches tall x 6 inches wide x 1 inch deep with exposed and rusted <br />bar with up to and estimated 1% section loss. (See Photo 8 dated 11/03/2020). This condition has been previously reported and no <br />significant changes were noted. <br />There is abrasion on all of the columns that exposes sound large aggregate. The exterior columns are the most severe. (See Photo 9 <br />dated 11/03/2020). This condition has been previously reported and no significant changes were noted. <br />(58) 6DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 40 m 40 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <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 were no significant defects noted.