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Printed on:Tuesday 08/22/2023 09:21 AM 29C0063/AAAN/105927Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Trapezoidal channel of sand and silt. Light bank vegetation. RSP under A4. <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 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 <br />215 <br />Column-RC <br />Abutment-RC <br />2 <br />2 <br />8 <br />28 <br />each <br />m <br /> 8 <br /> 28 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <br />(205) Column-RC <br />(215) Abutment-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 />(38-510-3230) Effectiveness (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 />The AC outside of the traveled way has worn from the deck. The worn areas are up to 1 to 2 feet in diameter, is most severe on the <br />left side of the bridge from Bent 2 to Abutment 1. (See Photo 15 dated 03/25/2019). This condition has been previously reported and <br />no significant changes were noted. This condition effects approximately 5% of the total area of the AC. <br />There were no significant defects noted. <br />There were no significant defects noted. <br />The monolithic wingwalls have been included in the quantity of Element 215. <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 />4 <br />4 <br />m <br />each <br />each <br /> 40 <br /> 0 <br /> 0 <br /> 4 <br /> 4 <br /> 4 <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 />The bridge rails are galvanized. <br />There are several distortions present on the bridge rails. The top edge of the metal beams are deflected downward up to 2 <br />inches and up to 2 feet long at Posts 5 and 8 on the left rail and Posts 6 and 7 on the right rail. (See Photos 26 to 28 dated <br />03/25/2019). This condition has been previously reported and no significant changes were noted. <br />Defect 7000 has been included to account for the conditions noted under Defect 1900.