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Printed on:Monday 04/07/2025 01:03 PM 29C0345/AAAO/149692Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Sand and silt channel. <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 5 BANK PROT ERODED <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 Column-RC 2 10 each 10 0 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <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 />(38-1130) Cracking (RC and Other) <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 />cracking affects approximately 20% of the total slab area. (See Photos 12 and 13 dated 03/19/2019). This condition has been <br />previously reported and no significant changes were noted. <br />This condition was not inspected during this investigation. <br />There were no significant defects noted. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal <br />Distortion <br />Damage <br />2 <br />2 <br />2 <br />44 <br />2 <br />2 <br />m <br />each <br />each <br /> 42 <br /> 0 <br /> 0 <br /> 2 <br /> 2 <br /> 2 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1900 <br />7000 <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 />(330-1900) Distortion <br />(330-7000) Damage <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 />This condition was not inspected during this investigation. <br />The bridge rails were galvanized. <br />This condition was not inspected during this investigation. <br />There are minor distortions up to 2 inches deep in the top of the bridge rail over sections 1 to 3 feet long in the leftside <br />about midspan of Span 2. (See Photos 26 and 27 dated 03/19/2019). This condition has been previously reported and no <br />significant changes were noted. <br />This condition was not inspected during this investigation. <br />Defect 7000 has been included to account for the conditions noted under Defect 1900.