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Printed on:Monday 04/07/2025 01:03 PM 29C0112/AAAN/149692Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Sinuous creek situated in a wide floodplain with lightly vegetated slopes. The bed is comprised of silt. <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 />5 STABLE W/IN FOOTING OR PILESCOUR <br />N/ASCOUR 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 />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 6 <br />SUBSTRUCTURE RATING =(60)6 <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) Slab-RC <br />(38-1130) Cracking (RC and Other) <br />(38-510) Deck Wearing Surface-Asphalt <br />(38-510-3220) Cracking-AC (WS) <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 />This condition was not inspected during this investigation. <br />There is AC overlay present throughout the RC slab surface except for sections 24 inches wide at the edges of the RC slab. <br />This condition was not inspected during this investigation. <br />There are full-width transverse cracks up to 0.08 inches wide with edge spalling randomly spaced through-out the RC slab that are <br />visible through reflective cracking and the bare areas of the AC overlay. See Photos 4 and 5. <br />This condition was not inspected during this investigation. <br />This condition was not inspected during this investigation. <br />There are transverse cracks up to 0.125 inches wide in the AC overlay through-out the deck. See Photos 4 to 6. <br />This condition was not inspected during this investigation. <br />The deck wearing surface is no longer providing effective protection to approximately 15% of the deck. The AC is worn at both <br />abutments and there is a full length by up to 6 inch section that is worn along the left wheel line in the southbound lane. See Photo 6. <br />(58) 6DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 52 m 52 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <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 />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 />There were no significant defects noted.