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Printed on:Tuesday 02/25/2025 03:23 PM 29C0321/AAAO/148022Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Straight channel with sand and silt bed. <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 />5 STABLE W/IN FOOTING OR PILESCOUR <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 />210 <br />215 <br />Pier Wall-RC <br />Concrete Coat.(Meth/Sealer) <br />Abutment-RC <br />Concrete Coat.(Meth/Sealer) <br />2 <br />2 <br />2 <br />2 <br />7 <br />7 <br />26 <br />26 <br />m <br />sq.m <br />m <br />sq.m <br /> 7 <br /> 7 <br /> 26 <br /> 26 <br /> 0 <br /> 0 <br /> 0 <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 />521 <br />521 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <br />(210) Pier Wall-RC <br />(210-521) Concrete Coat.(Meth/Sealer) <br />(215) Abutment-RC <br />(215-521) Concrete Coat.(Meth/Sealer) <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 />(38-510-3220) 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 diagonal, longitudinal and transverse cracks up to 0.25 inches wide randomly spaced throughout the deck wearing surface. <br />Most of the cracks are filled with emulsion. (See Photo 5 dated 11/04/2022). This condition has been previously reported and no <br />significant changes were noted. <br />There were no significant defects noted. <br />A thick epoxy coating was applied to the pier wall sometime between the 2008 and 2011 inspections. See Photo 1 dated 11/14/2018. <br />Previously, there was moderate abrasion throughout the pier wall. <br />This quantity includes monolithic wingwalls. <br />There were no significant defects noted. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />331 Railing-RC 2 20 m 20 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 />(331) Railing-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 StateDefect/ <br />Prot Defect <br />The bridge rails are covered in thick white paint. The paint is peeling over approximately 20% of it's length. <br />No significant defects were noted.