FHWA NBI 2024 Inspection record Public-domain dataset

RD FF50 (D.6-22.8)

Carrying RD FF50 (D.6-22.8) over TRIB. VERDIGRIS RIVER

5.5E 1.6N OF NEAL, Greenwood, Kansas

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
24 t Inventory load rating

Bridge Snapshot: RD FF50 (D.6-22.8)

The RD FF50 (D.6-22.8) bridge in Greenwood, Kansas carries RD FF50 (D.6-22.8) over TRIB. VERDIGRIS RIVER. It was built in 1936, making it 90 years old today. The structure is built primarily of concrete and spans 1 section, stretching 13.1 meters (43 feet) end to end. Daily traffic averages 37 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 5/9, superstructure at 5/9, substructure at 4/9. The weakest component sits in poor 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 24.3 metric tons.

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

How RD FF50 (D.6-22.8) compares

▼ 4.8
Load rating vs Kansas average (29.1 t)
Bottom 42%
Lower load rating than 58% of Kansas bridges
216
Bridges in Greenwood · 47 in Poor condition
RD FF50 (D.6-22.8) 24.3 t
Kansas average 29.1 t

Live comparison across Kansas.

Historical Sufficiency Rating

PlainBridge-computed
55.5 / 100 - historical 50–79.9 band
Structural adequacy /55
22.5
Serviceability /30
21.0
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 How the historical reference is calculated.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
5/9
Fair (5–6)
Superstructure
5/9
Fair (5–6)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
24.3 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1936
Material
Concrete
Number of Spans
1
Structure Length
13.1 m (43 ft)
Deck Width
7.0 m (23 ft)
Owner
County Highway Agency
Avg Daily Traffic
37 vehicles/day
Structure Number
000370965605948

Condition Analysis

  • The deck (driving surface) is in fair condition (5/9), with minor deterioration that may require routine maintenance.
  • At 5/9, the superstructure (beams and supports above the deck) shows fair condition, with minor wear flagged for upkeep.
  • The substructure (piers and abutments) is in poor condition (4/9), showing advanced deterioration that may require priority repair.

How to read this record

RD FF50 (D.6-22.8) 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 RD FF50 (D.6-22.8) against other structures in Greenwood 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 RD FF50 (D.6-22.8)?

RD FF50 (D.6-22.8) in Greenwood, Kansas has a deck rating of 5/9, superstructure rating of 5/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is RD FF50 (D.6-22.8) inspected?

RD FF50 (D.6-22.8)'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 37 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. RD FF50 (D.6-22.8) 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 RD FF50 (D.6-22.8)?

RD FF50 (D.6-22.8) has an NBI inventory load rating of 24.3 metric tons.

Who is responsible for maintaining RD FF50 (D.6-22.8)?

RD FF50 (D.6-22.8) is owned and maintained by County Highway Agency.

How old is RD FF50 (D.6-22.8) and does age affect safety?

RD FF50 (D.6-22.8) was built in 1936, making it 90 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.