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Department of Transportation - Division of Maintenance <br />Structure Maintenance & Investigations <br />RAIL INFORMATION <br />(36a) Rail Code 0 (36b) Transition 0 (36c) Appr Guardrail 0 (36d) Appr Guardrail End 0 Roadway Speed 55 MPH <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />Elem Defect/ Element Description Env Total <br />No. Prot Defect Qty <br />304 Joint -Open Expansion 2 51 <br />(304) Joint -Open Expansion <br />There were no significant defects noted. <br />330 Railing -Metal 2 92 <br />Units Qty in each Condition State <br />CS 1 CS 2 CS 3 CS 4 <br />m 51 0 0 0 <br />m 54 38 0 <br />1000 Corrosion 2 38 0 38 0 <br />(330-1000) Corrosion <br />There is light surface rust in the steel railings on both trusses in random locations. Refer to Photos 3 and 4 from the 2020 <br />BIR. <br />331 Railing -RC 2 445 m 436 7 2 <br />1080 Delamination/Spall/Patched Area 2 9 0 7 2 <br />(331-1080) Delamination/Spall/Patched Area <br />There are two 10 inches x 12 inches x 2 inches deep spalls in the left bridge railing in Span 25 due to traffic impact. Refer <br />to Photo 13. <br />There are 2 inch x 2 inch x 1 inch shallow spalls in the right bridge railing in various locations. Refer to Photo 14. <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />(59) SUPERSTRUCTURE RATING = <br />6 <br />Elem Defect/ Element Description Env <br />Total Units <br />Qty in each Condition State <br />No. Prot Defect <br />Qty <br />CS 1 <br />CS 2 <br />CS 3 CS 4 <br />113 Stringer -Steel 2 <br />182 m <br />182 <br />0 <br />0 <br />0 <br />515 Steel Coating -Paint 2 <br />309 sq.m <br />309 <br />0 <br />0 <br />0 <br />(113) Stringer -Steel <br />There were no significant defects noted. <br />(113-515) Steel Coating -Paint <br />The paint system on the steel stringers is in fair condition. <br />120 Truss -Steel 2 <br />92 m <br />25 <br />54 <br />13 <br />0 <br />1000 Corrosion 2 <br />60 <br />0 <br />48 <br />12 <br />0 <br />1900 Distortion 2 <br />7 <br />0 <br />7 <br />0 <br />0 <br />7000 Damage 2 <br />7 <br />0 <br />7 <br />0 <br />0 <br />515 Steel Coating -Paint 2 <br />933 sq.m <br />671 <br />212 <br />50 <br />0 <br />3450 Paint Sys Breakdown (Steel PC) 2 <br />262 <br />0 <br />212 <br />50 <br />0 <br />(120) Truss -Steel <br />Non -Routine Inspection Element Notes: <br />NSTMI (05/01/2025): See the report narrative for the list of members that were inspected. <br />(120-1000) Corrosion <br />Routine Inspection Element Notes: <br />There is light surface rust in various steel truss members in random locations. <br />Refer to Photos 5 and 6 <br />from the 2020 BIR. <br />Non -Routine Inspection Element Notes: <br />NSTMI (05/01/2025): See the report narrative for description of the defects (0.6 <br />m in CS3). <br />(120-1900) Distortion <br />Routine Inspection Element Notes: <br />Printed on: Tuesday 06/10/2025 03:00 PM Page 6 of 9 29C0037/AABB/152574 <br />