FHWA NBI 2024 Inspection record Public-domain dataset

TR 620 A

Carrying TR 620 A over STREAM

3 MI NE MT ERIE, Wayne, Illinois

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
3 t Inventory load rating

Bridge Snapshot: TR 620 A

The TR 620 A bridge in Wayne, Illinois carries TR 620 A over STREAM. It was built in 2009, making it 17 years old today. The structure is built primarily of prestressed concrete and spans 1 section, stretching 10.0 meters (33 feet) end to end. Daily traffic averages 10 vehicles, placing it in the lower-traffic tier of Illinois bridges. It is owned and maintained by Town/Township Highway Agency.

The latest FHWA inspection records show a deck rating of 2/9, superstructure at 2/9, substructure at 2/9. The weakest component sits in critical condition. At least one major component here scores 4 or below, which produces a Poor condition classification under FHWA's current reporting rules. Its NBI inventory load rating is 2.9 metric tons.

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

How TR 620 A compares

▼ 31.7
Load rating vs Illinois average (34.6 t)
Bottom 1%
Lower load rating than 99% of Illinois bridges
264
Bridges in Wayne · 24 in Poor condition
TR 620 A 2.9 t
Illinois average 34.6 t

Live comparison across Illinois.

Historical Sufficiency Rating

PlainBridge-computed
35.0 / 100 - historical 20–49.9 band
Structural adequacy /55
0.0
Serviceability /30
20.0
Essentiality /15
15.0
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 How the historical reference is calculated.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
2/9
Poor (1–4)
Superstructure
2/9
Poor (1–4)
Substructure
2/9
Poor (1–4)
Inventory Load Rating
2.9 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
2009
Material
Prestressed Concrete
Number of Spans
1
Structure Length
10.0 m (33 ft)
Deck Width
6.4 m (21 ft)
Owner
Town/Township Highway Agency
Avg Daily Traffic
10 vehicles/day
Structure Number
096345300000000

Condition Analysis

  • The deck (driving surface) rates critical at 2/9, severe deterioration that needs urgent attention.
  • The superstructure (beams and supports above the deck) is in critical condition (2/9), with severe deterioration requiring urgent attention.
  • At 2/9, the substructure (piers and abutments) is in critical shape, with severe wear requiring urgent action.

How to read this record

TR 620 A 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 TR 620 A against other structures in Wayne 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 TR 620 A?

TR 620 A in Wayne, Illinois has a deck rating of 2/9, superstructure rating of 2/9, and substructure rating of 2/9 on the FHWA's 0–9 scale.

How often is TR 620 A inspected?

TR 620 A'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 10 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. TR 620 A 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 TR 620 A?

TR 620 A has an NBI inventory load rating of 2.9 metric tons.

Who is responsible for maintaining TR 620 A?

TR 620 A is owned and maintained by Town/Township Highway Agency.

How old is TR 620 A and does age affect safety?

TR 620 A was built in 2009, making it 17 years old.

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.