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Printed on:Thursday 02/06/2025 01:08 PM 29C0486/AAAA/147978Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />9 <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)5 <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 />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <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 soffit cracks visible in the transverse direction, which measure up to 0.05 inches wide. These cracks are typically spaced 4 <br />feet on center and are more prominent in Span 1. <br />There is a spall which measures up to 3 inches deep x 6 inches in diameter on the left corner of the Pier 2 in Span 1. <br />There is an unsound concrete patch about 7 feet long x 5 feet high which is spalling off with exposed rusted rebar and heavy <br />abrasion on the right side of Pier 3 in Span 2. There is also a rebar exposed up to 9 feet along the length of pier wall above the <br />concrete patch. See Photo 6 attached. <br />The left 3 foot length of Pier 3 in Span 2 has various spalls (up to 5 inches deep) with exposed rebar and section loss. See Photo 7 <br />attached. <br />The bottom half of Pier Walls 2 and 3 is abraded throughout the length, with exposed and loose coarse aggregate and section loss. <br />See Photo 8 attached. <br />There is an exposed rebar about 9 feet long on the top right half of Pier Wall 2 in Span 1. <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 />1 <br />m <br />each <br /> 16 <br /> 0 <br /> 1 <br /> 1 <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 edge spalls, which measure up to 1 inch deep x 6 inches in diameter, predominantly on the left side of the Span <br />3 concrete window rail.