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Printed on:Tuesday 04/15/2025 03:38 PM 29C0312/AAAS/148035Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Sinuous earth lined creek with heavily vegetated slopes. <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 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 />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />204 <br />215 <br />226 <br />256 <br />Column-PS Conc. <br />Abutment-RC <br />Pile-PS Conc. <br />Slope Protection <br />Deterioration (Other) <br />2 <br />2 <br />2 <br />2 <br />2 <br />16 <br />34 <br />1 <br />3 <br />1 <br />each <br />m <br />ea. <br />ea. <br />each <br /> 16 <br /> 34 <br /> 1 <br /> 2 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 01220 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 5 <br />SUBSTRUCTURE RATING =(60)8 <br />(204) Column-PS Conc. <br />(215) Abutment-RC <br />(226) Pile-PS Conc. <br />(256) Slope Protection <br />Routine Inspection Element Notes: <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 bottom of Abutment 1 on the left side is exposed due to roadway run-off. See Commentary for more details. This condition is not <br />caused by stream action therefore a downgrade is not warranted. <br />This quantity includes monolithic wingwalls. <br />There were no significant defects noted. <br />Due to roadway run-off one pile is exposed on the left side of Abutment 1. See Commentary for more details. This condition is not <br />caused by stream action therefore a downgrade is not warranted. <br />The pile element is included to indicate the presence of piles on this structure. The piles were not exposed for visual inspection. No <br />indication of pile distress was noted in any substructure element. <br />This quantity is to account for the timber lagging at both abutments. <br />Non-Routine Inspection Element Notes: <br />Non-Routine Inspection Element Notes: <br />Underwater Inspection(12/09/2024): There were no significant defects noted. <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 93 m 93 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.