FHWA NBI 2024 Inspection record Public-domain dataset

Church Street

Carrying Church Street over Elk Spring Creek

400 FT S of Columbia Ave, Wayne, Kentucky

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
30 t Inventory load rating

Bridge Snapshot: Church Street

The Church Street bridge in Wayne, Kentucky carries Church Street over Elk Spring Creek. It was built in 1955, making it 71 years old today. It was last reconstructed in 2006, extending its service life. The structure is built primarily of steel and spans 3 sections, stretching 24.1 meters (79 feet) end to end. Daily traffic averages 20 vehicles, placing it in the lower-traffic tier of Kentucky bridges. It is owned and maintained by City/Municipal Highway Agency.

The latest FHWA inspection records show a deck rating of 8/9, superstructure at 4/9, substructure at 6/9. 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 29.8 metric tons.

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

How Church Street compares

▼ 9.4
Load rating vs Kentucky average (39.2 t)
Bottom 25%
Lower load rating than 75% of Kentucky bridges
76
Bridges in Wayne · 12 in Poor condition
Church Street 29.8 t
Kentucky average 39.2 t

Live comparison across Kentucky.

Historical Sufficiency Rating

PlainBridge-computed
47.2 / 100 - historical 20–49.9 band
Structural adequacy /55
28.6
Serviceability /30
12.0
Essentiality /15
14.6
Special reductions
−8.0

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 How the historical reference is calculated.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
4/9
Poor (1–4)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
29.8 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1955
Last Reconstructed
2006
Material
Steel
Number of Spans
3
Structure Length
24.1 m (79 ft)
Deck Width
4.5 m (15 ft)
Owner
City/Municipal Highway Agency
Avg Daily Traffic
20 vehicles/day
Structure Number
116C00062N

Condition Analysis

  • At 8/9, 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.
  • At 6/9, the substructure (piers and abutments) shows fair condition, with minor wear flagged for upkeep.

How to read this record

Church Street 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 Church Street against other structures in Wayne and across Kentucky. Kentucky 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 Church Street?

Church Street in Wayne, Kentucky has a deck rating of 8/9, superstructure rating of 4/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is Church Street inspected?

Church Street'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 20 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. Church Street 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 Church Street?

Church Street has an NBI inventory load rating of 29.8 metric tons.

Who is responsible for maintaining Church Street?

Church Street is owned and maintained by City/Municipal Highway Agency.

How old is Church Street and does age affect safety?

Church Street was built in 1955, making it 71 years old and last reconstructed in 2006.

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.