Component ID,Component Type,Condition Rating (1-9),Defect Description,Estimated Repair Cost ($),Risk Score (1-25)
TC-08-S,Truss Connection,3,"Critical fatigue cracking observed at gusset plate connection on south truss, lower chord.",1450000,24
MG-03-W,Steel Girder,4,Severe section loss (>35%) on web and lower flange of primary floor beam due to advanced corrosion.,1100000,22
LC-12-E,Lower Chord Member,4,"Significant pack rust between lacing bars and main member, causing distortion and section loss.",850000,20
EJ-02,Deck Expansion Joint,5,Failed gland seal resulting in widespread leakage onto pier cap and bearings below.,275000,16
PC-02-W,Concrete Pier Cap,5,Spalling and delamination with exposed rebar directly under leaking expansion joint.,320000,14
BRG-02-W,Bearing Assembly,5,"Rocker bearing is 'frozen' due to heavy corrosion and debris buildup, restricting thermal movement.",210000,15
DK-U-SPN3,Concrete Deck (Underside),5,Widespread efflorescence and light scaling across the underside of the deck in Span 3.,125000,11
ABT-E,Concrete Abutment,6,"Minor vertical hairline cracking on east abutment backwall, non-structural.",40000,5
RL-N-SPN2,Bridge Railing,7,"Light surface corrosion and peeling paint on north side railing, Span 2.",85000,7
AP-W,Approach Slab,6,Minor settlement of west approach slab (~1 inch) creating a bump for traffic.,45000,8