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Printed on:Wednesday 05/07/2025 07:18 AM 29C0098/AAAL/152405Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Trapezoidal shaped, earth and reed. Tidal Flow. <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 />205 <br />215 <br />227 <br />256 <br />Column-RC <br />Abutment-RC <br />Scour <br />Pile-RC <br />Slope Protection <br />2 <br />2 <br />2 <br />2 <br />2 <br />10 <br />40 <br />20 <br />1 <br />2 <br />each <br />m <br />each <br />ea. <br />ea. <br /> 10 <br /> 20 <br /> 0 <br /> 1 <br /> 0 <br /> 0 <br /> 20 <br /> 20 <br /> 0 <br /> 2 <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 /> 0 <br />6000 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) (6) <br />SUBSTRUCTURE RATING =(60)7 <br />(205) Column-RC <br />(215) Abutment-RC <br />(215-6000) Scour <br />(227) Pile-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 />(38-521) 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 StateDefect/ <br />Prot Defect <br />The deck was treated with methacrylate in 2017 and remains effective. <br />The is very mild abrasion on the columns (see BIR 01/12/2021 Photo 9). No defect is warranted at this time. Otherwise, there were <br />no significant defects noted. <br />The abutment quantity includes the monolithic wingwalls. <br />The bottom of the abutment diaphragms are undermined due to erosion up to 18 inches vertically and 28 inches horizontally and the <br />full length (see Photos 7 and 8). <br />There is one exposed pile at Abutment 4 (see BIR 01/12/2021 Photo 12). No other piles were exposed for visual inspection. No <br />indication of pile distress was noted in any substructure element. <br />(58) (6)DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 44 m 44 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 25Roadway 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 />The rail post grout pads have up to 0.1 inch wide cracks. This condition does not need repair at this time.