FHWA NBI 2024 Inspection record Public-domain dataset

W-22.1 LOCAL

Carrying W-22.1 LOCAL over DRY CREEK

6.0E OF NEODESHA, Wilson, Kansas

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
66 t Inventory load rating

Bridge Snapshot: W-22.1 LOCAL

The W-22.1 LOCAL bridge in Wilson, Kansas carries W-22.1 LOCAL over DRY CREEK. It was built in 1920, making it 106 years old today. It was last reconstructed in 2017, extending its service life. The structure is built primarily of steel and spans 1 section, stretching 8.3 meters (27 feet) end to end. Daily traffic averages 40 vehicles, placing it in the lower-traffic tier of Kansas bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection records show a deck rating of 7/9, superstructure at 7/9, substructure at 4/9. 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 66.2 metric tons.

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

How W-22.1 LOCAL compares

▲ 37.1
Load rating vs Kansas average (29.1 t)
Top 2%
Higher load rating than 98% of Kansas bridges
151
Bridges in Wilson · 24 in Poor condition
W-22.1 LOCAL 66.2 t
Kansas average 29.1 t

Live comparison across Kansas.

Historical Sufficiency Rating

PlainBridge-computed
52.5 / 100 - historical 50–79.9 band
Structural adequacy /55
30.0
Serviceability /30
10.5
Essentiality /15
15.0
Special reductions
−3.0

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 How the historical reference is calculated.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
7/9
Good (7–9)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
66.2 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1920
Last Reconstructed
2017
Material
Steel
Number of Spans
1
Structure Length
8.3 m (27 ft)
Deck Width
5.0 m (16 ft)
Owner
County Highway Agency
Avg Daily Traffic
40 vehicles/day
Structure Number
001031013006541

Condition Analysis

  • The deck (driving surface) is in good condition (7/9), showing no significant deterioration.
  • At 7/9, the superstructure (beams and supports above the deck) is in good shape and shows no significant wear.
  • The substructure (piers and abutments) rates poor at 4/9, advanced deterioration that should be prioritized for repair.

How to read this record

W-22.1 LOCAL 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 W-22.1 LOCAL against other structures in Wilson and across Kansas. Kansas 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 W-22.1 LOCAL?

W-22.1 LOCAL in Wilson, Kansas has a deck rating of 7/9, superstructure rating of 7/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is W-22.1 LOCAL inspected?

W-22.1 LOCAL'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 40 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. W-22.1 LOCAL 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 W-22.1 LOCAL?

W-22.1 LOCAL has an NBI inventory load rating of 66.2 metric tons.

Who is responsible for maintaining W-22.1 LOCAL?

W-22.1 LOCAL is owned and maintained by County Highway Agency.

How old is W-22.1 LOCAL and does age affect safety?

W-22.1 LOCAL was built in 1920, making it 106 years old and last reconstructed in 2017.

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.