FHWA NBI 2024 Inspection record Public-domain dataset

CH 20(FAS 502)

Carrying CH 20(FAS 502) over UPPER SALT FK DRA DI

3.7 MI S FLATVILLE, Champaign, Illinois

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Fair
26 t Inventory load rating

Bridge Snapshot: CH 20(FAS 502)

The CH 20(FAS 502) bridge in Champaign, Illinois carries CH 20(FAS 502) over UPPER SALT FK DRA DI. It was built in 1951, making it 75 years old today. It was last reconstructed in 1984, extending its service life. The structure is built primarily of steel continuous and spans 3 sections, stretching 40.7 meters (134 feet) end to end. Daily traffic averages 1,150 vehicles, placing it in the moderately-trafficked tier of Illinois bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection records show a deck rating of 8/9, superstructure at 6/9, substructure at 8/9. The weakest component sits in fair condition. All reported major components score above the Poor range. Its NBI inventory load rating is 25.6 metric tons.

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

How CH 20(FAS 502) compares

▼ 9.0
Load rating vs Illinois average (34.6 t)
Bottom 14%
Lower load rating than 86% of Illinois bridges
743
Bridges in Champaign · 51 in Poor condition
CH 20(FAS 502) 25.6 t
Illinois average 34.6 t

Live comparison across Illinois.

Historical Sufficiency Rating

PlainBridge-computed
82.0 / 100 - historical 80–100 band
Structural adequacy /55
49.2
Serviceability /30
18.0
Essentiality /15
14.8
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 How the historical reference is calculated.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
8/9
Good (7–9)
Superstructure
6/9
Fair (5–6)
Substructure
8/9
Good (7–9)
Inventory Load Rating
25.6 t
NBI inventory level (metric tons)
Overall Condition
Fair

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

Structural Details

Year Built
1951
Last Reconstructed
1984
Material
Steel Continuous
Number of Spans
3
Structure Length
40.7 m (134 ft)
Deck Width
9.1 m (30 ft)
Owner
County Highway Agency
Avg Daily Traffic
1,150 vehicles/day
Structure Number
010301200000000

Condition Analysis

  • The deck (driving surface) is in good condition (8/9), showing no significant deterioration.
  • The superstructure (beams and supports above the deck) is in fair condition (6/9), with minor deterioration that may require routine maintenance.
  • The substructure (piers and abutments) rates good at 8/9, with no significant deterioration on file.

How to read this record

This page shows what the last federal inspection recorded, not whether CH 20(FAS 502) is safe to cross today. Here is how to use it.

  • NBI condition ratings reflect the latest record in this annual dataset, not a live status. Current routine inspection intervals are risk-based.
  • Learn how the 0–9 condition scale and Good/Fair/Poor categories are defined. How condition ratings work
  • Compare CH 20(FAS 502) against other structures in Champaign 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 CH 20(FAS 502)?

CH 20(FAS 502) in Champaign, Illinois has a deck rating of 8/9, superstructure rating of 6/9, and substructure rating of 8/9 on the FHWA's 0–9 scale.

How often is CH 20(FAS 502) inspected?

CH 20(FAS 502)'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 1,150 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. CH 20(FAS 502) is currently shown as Fair condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for CH 20(FAS 502)?

CH 20(FAS 502) has an NBI inventory load rating of 25.6 metric tons.

Who is responsible for maintaining CH 20(FAS 502)?

CH 20(FAS 502) is owned and maintained by County Highway Agency.

How old is CH 20(FAS 502) and does age affect safety?

CH 20(FAS 502) was built in 1951, making it 75 years old and last reconstructed in 1984.

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.