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Printed on:Friday 03/17/2023 04:47 PM 29C0175/AAAN/101126Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Meandering channel path. Trapezoidal with thick reeds on the bottom and vegetation on the sides. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />7 ABOVE MINIMUMWATER 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 />8 STABLE ABOVE FOOTINGSCOUR <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 />210 Pier Wall-RC 2 12 m 12 0 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br />SUBSTRUCTURE <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 StateDefect/ <br />Prot Defect <br />(36a) Rail Code 1111 <br />331 Railing-RC <br />Delamination/Spall/Patched Area <br />Efflorescence/Rust Staining <br />2 <br />2 <br />2 <br />15 <br />2 <br />9 <br />m <br />each <br />each <br /> 4 <br /> 0 <br /> 0 <br /> 9 <br /> 0 <br /> 9 <br /> 2 <br /> 2 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1080 <br />1120 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(331-1080) Delamination/Spall/Patched Area <br />(331-1120) Efflorescence/Rust Staining <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 is a one foot by six inch by two inch deep spall with an exposed rebar in the end of the bridge rail at Abutment 3 left. <br />See Photo 7. <br /> <br />There is a one foot by six inch by two inch deep spall with no exposed rebar in the end of the bridge rail at Abutment 1 <br />right. See Photo 8. This condition has not changed when compared to Photos 7 through 10 from the 2015 BIR. <br />There is mild efflorescence along all of the left side rail and the right side rail near Abutment 3. <br />Photo 7 <br />Abutment 3 left side railing spall <br />Photo 8 <br />Abutment 1 right side railing spall <br />JOINT/RAIL PHOTOGRAPHS