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Printed on:Wednesday 05/07/2025 07:06 AM 29C0486/AAAB/148546Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Small trapezoidal section with straight canal like alignments. Native vegetation on the sides and bottom of the channel. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />6 EQUAL MINIMUMWATER ADEQUACY <br />0.0 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 />N: NOT APPLICABLE5-WATERWAY <br />3 SC - UNSTABLESCOUR <br />No Scour POASCOUR 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 />210 Pier Wall-RC <br />Delamination/Spall/Patched Area <br />Abrasion (PS Conc./RC) <br />2 <br />2 <br />2 <br />13 <br />6 <br />7 <br />m <br />each <br />each <br /> 0 <br /> 0 <br /> 0 <br /> 7 <br /> 2 <br /> 5 <br /> 6 <br /> 4 <br /> 2 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br />1080 <br />1190 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 5 <br />SUBSTRUCTURE RATING =(60)(4) <br />(210-1080) Delamination/Spall/Patched Area <br />(210-1190) Abrasion (PS Conc./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 />Delamination/Spall/Patched Area <br />Cracking (RC and Other) <br />2 <br />2 <br />9 <br />4 <br />each <br />each <br /> 0 <br /> 0 <br /> 4 <br /> 4 <br /> 5 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1080 <br />1130 <br />Defect <br />(38-1080) Delamination/Spall/Patched Area <br />(38-1130) Cracking (RC and Other) <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 are up to twelve inch diameter by six inch deep spalls and delaminations along the edge of the slab in all spans (see BIR <br />04/25/2024). <br />There are up to 0.05 inch wide transverse soffit cracks spaced as close as four feet and most prominent in Span 1. <br />There is an unsound concrete patch and spalling approximately seven feet long by five feet high with exposed rusted rebar and <br />heavy abrasion on the right side of Pier 3 in Span 2. There is approximately nine feet of exposed rebar above the patch/spall. There <br />are up to six inch diameter by three inches deep spalls with some exposed rusted rebar on Pier 3 Span 2 side and Pier 2 Span 1 <br />side. See BIR 04/25/2024 Photos 6 and 7. <br />There is abrasion with exposed loose coarse aggregate along the bottom half of the pier walls (see BIR 04/25/2024 Photo 8). There <br />is an exposed rebar about nine feet long on the top right half of Pier 2 in Span 1 co-located with the abrasion. <br />(58) 5DECK RATING = <br />(36a) Rail Code 0000 <br />331 Railing-RC <br />Delamination/Spall/Patched Area <br />2 <br />2 <br />17 <br />3 <br />m <br />each <br /> 14 <br /> 0 <br /> 3 <br /> 3 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1080 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 45Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(331-1080) Delamination/Spall/Patched Area <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 are up to six inch diameter by one inch deep rail edge spalls mostly in Span 3.