FHWA NBI 2024 Inspection record Public-domain dataset

I- 55 WB STEVENSON

Carrying I- 55 WB STEVENSON over RR - BNSF

0.6 M E US 45, Cook, Illinois

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
42 t Inventory load rating

Bridge Snapshot: I- 55 WB STEVENSON

The I- 55 WB STEVENSON bridge in Cook, Illinois carries I- 55 WB STEVENSON over RR - BNSF. It was built in 1964, making it 62 years old today. It was last reconstructed in 2000, extending its service life. The structure is built primarily of steel continuous and spans 3 sections, stretching 77.8 meters (255 feet) end to end. Daily traffic averages 61,500 vehicles, placing it in the heavily-trafficked tier of Illinois bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 7/9, superstructure at 4/9, substructure at 6/9. The weakest component sits in poor condition. A component scored 4 or below, placing this bridge in the federal Poor condition category rather than declaring it unsafe or closed. Its NBI inventory load rating is 41.5 metric tons.

Sourced from the FHWA National Bridge Inventory. See our methodology for refresh cadence and NBI release vintage.

How I- 55 WB STEVENSON compares

▲ 6.9
Load rating vs Illinois average (34.6 t)
Top 16%
Higher load rating than 84% of Illinois bridges
2,185
Bridges in Cook · 144 in Poor condition
I- 55 WB STEVENSON 41.5 t
Illinois average 34.6 t

Live comparison across Illinois.

Historical Sufficiency Rating

PlainBridge-computed
71.0 / 100 - historical 50–79.9 band
Structural adequacy /55
30.0
Serviceability /30
28.0
Essentiality /15
13.0
Special reductions
0

FHWA discontinued this calculated item; it does not determine current condition, funding eligibility, posting, or closure. How the historical reference is calculated.

Condition Ratings

Deck
7/9
Good (7–9)
Superstructure
4/9
Poor (1–4)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
41.5 t
NBI inventory level (metric tons)
Overall Condition
Poor

Full 0–9 scale + sufficiency-rating breakdown: how condition ratings work.

Structural Details

Year Built
1964
Last Reconstructed
2000
Material
Steel Continuous
Number of Spans
3
Structure Length
77.8 m (255 ft)
Deck Width
23.6 m (77 ft)
Owner
State Highway Agency
Avg Daily Traffic
61,500 vehicles/day
Structure Number
016000900000000

Condition Analysis

  • At 7/9, the deck (driving surface) is in good shape and shows no significant wear.
  • The superstructure (beams and supports above the deck) is in poor condition (4/9), showing advanced deterioration that may require priority repair.
  • The substructure (piers and abutments) is in fair condition (6/9), with minor deterioration that may require routine maintenance.

How to read this record

I- 55 WB STEVENSON is in the federal Poor condition category. That is a component-based result, not a closure order.

  • NBI condition ratings reflect the latest record in this annual dataset, not a live status. Current routine inspection intervals are risk-based.
  • Understand what Poor condition does and does not mean before drawing conclusions. Poor condition explained
  • Compare I- 55 WB STEVENSON against other structures in Cook and across Illinois. Illinois bridges
  • Noticed visible damage or a safety concern? Report it to the agency that owns the bridge, or call 911 in an emergency. How to report a bridge

Condition codes come straight from the FHWA National Bridge Inventory and are not a real-time safety judgment. Only the owning agency, a state DOT, county, or other owner, can post, restrict, or close a bridge.

Frequently Asked Questions

What do the condition ratings mean for I- 55 WB STEVENSON?

I- 55 WB STEVENSON in Cook, Illinois has a deck rating of 7/9, superstructure rating of 4/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is I- 55 WB STEVENSON inspected?

I- 55 WB STEVENSON's responsible agency sets its routine interval under FHWA's risk-based inspection rules; this page does not expose the scheduled interval. It carries about 61,500 vehicles per day.

What does “structurally deficient” mean in older bridge reports?

FHWA retired that reported status beginning with the 2018 archive. I- 55 WB STEVENSON is currently shown as Poor condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for I- 55 WB STEVENSON?

I- 55 WB STEVENSON has an NBI inventory load rating of 41.5 metric tons.

Who is responsible for maintaining I- 55 WB STEVENSON?

I- 55 WB STEVENSON is owned and maintained by State Highway Agency.

How old is I- 55 WB STEVENSON and does age affect safety?

I- 55 WB STEVENSON was built in 1964, making it 62 years old and last reconstructed in 2000.

Disclaimer: Bridge condition data is from the FHWA NBI and reflects the last reported inspection. A Poor condition rating is not a live declaration that a bridge is closed or unsafe for travel. For current closure, posting, or safety information, contact the responsible transportation agency.

Data sourced from the Federal Highway Administration National Bridge Inventory. See our methodology for details. Retrieved and formatted by PlainBridges

Every figure on PlainBridge is rendered directly from federal source data, no number is typed in by an editor. This page draws directly on federal source data, no figure is typed in by an editor. See our editorial standards & corrections policy, the methodology behind these numbers, or report a data error.