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Printed on:Friday 02/14/2025 11:47 AM 29C0315/AAAO/148027Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />U-Shaped channel of silt and sand. Sharp bend immediately upstream. Light vegetation throughout. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />9 ABOVE 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 Pier Wall-RC <br />Delamination/Spall/Patched Area <br />Cracking (RC and Other) <br />Abrasion (PS Conc./RC) <br />2 <br />2 <br />2 <br />2 <br />8 <br />1 <br />3 <br />4 <br />m <br />each <br />each <br />each <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 4 <br /> 0 <br /> 0 <br /> 4 <br /> 4 <br /> 1 <br /> 3 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1080 <br />1130 <br />1190 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) (6) <br />SUBSTRUCTURE RATING =(60)5 <br />(210-1080) Delamination/Spall/Patched Area <br />(210-1130) Cracking (RC and Other) <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 Wearing Surface-Asphalt 2 55 sq.m 55 0 0 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />510 <br />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 />Span 1 soffit, there is a spall up to 24 inches long x 2 inches wide x 0.5 inches deep, approximately 5 feet from the left edge of the <br />deck. See Photo 6 dated 11/07/2012. <br />Span 1, Pier 2 on the left, there are two small spalls up to 4 inches in diameter in midspan of Span 1. See Photo 6 dated 11/09/2022. <br />Span 1, on the right near Pier 2, there is a spall up to 12 inches in diameter x 2 inches deep in the edge of deck. No rebar is <br />exposed. See Photo 7 dated 11/09/2022. <br />These conditions have been previously reported and no significant changes were noted. <br />There were no significant defects noted. <br />Span 1 side, Pier 2 on the left, there is a spall up to 8 inches in diameter x 2 inches deep in the edge of the fillet. No rebar is <br />exposed. (See Photo 6 dated 11/09/2022). This condition has been previously reported and no significant changes were noted. <br />(58) (6)DECK RATING = <br />(36a) Rail Code 0000 <br />331 Railing-RC 2 15 m 15 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 />There were no significant defects noted.