FHWA NBI 2024 Inspection record Public-domain dataset

LIB-03 CHERY LN NW

Carrying LIB-03 CHERY LN NW over T PESERVOIR FDR(CHERRY L

0.1 MI S OF BLACKLICK RD, Fairfield, Ohio

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Fair
26 t Inventory load rating

Bridge Snapshot: LIB-03 CHERY LN NW

The LIB-03 CHERY LN NW bridge in Fairfield, Ohio carries LIB-03 CHERY LN NW over T PESERVOIR FDR(CHERRY L. It was built in 1900, making it 126 years old today. It was last reconstructed in 1989, extending its service life. The structure is built primarily of steel and spans 1 section, stretching 13.4 meters (44 feet) end to end. Daily traffic averages 324 vehicles, placing it in the lower-traffic tier of Ohio bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection records show a deck rating of 6/9, superstructure at 6/9, substructure at 6/9. The weakest component sits in fair condition. No reported major component scores in the Poor range under the current federal condition thresholds. Its NBI inventory load rating is 25.9 metric tons.

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

How LIB-03 CHERY LN NW compares

▼ 11.6
Load rating vs Ohio average (37.5 t)
Bottom 13%
Lower load rating than 87% of Ohio bridges
320
Bridges in Fairfield · 16 in Poor condition
LIB-03 CHERY LN NW 25.9 t
Ohio average 37.5 t

Live comparison across Ohio.

Historical Sufficiency Rating

PlainBridge-computed
78.4 / 100 - historical 50–79.9 band
Structural adequacy /55
49.6
Serviceability /30
14.0
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 How the historical reference is calculated.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
6/9
Fair (5–6)
Superstructure
6/9
Fair (5–6)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
25.9 t
NBI inventory level (metric tons)
Overall Condition
Fair

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

Structural Details

Year Built
1900
Last Reconstructed
1989
Material
Steel
Number of Spans
1
Structure Length
13.4 m (44 ft)
Deck Width
7.3 m (24 ft)
Owner
County Highway Agency
Avg Daily Traffic
324 vehicles/day
Structure Number
2336030

Condition Analysis

  • The deck (driving surface) is in fair condition (6/9), with minor deterioration that may require routine maintenance.
  • 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) is in fair condition (6/9), with minor deterioration that may require routine maintenance.

How to read this record

This page shows what the last federal inspection recorded, not whether LIB-03 CHERY LN NW 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 LIB-03 CHERY LN NW against other structures in Fairfield and across Ohio. Ohio 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 LIB-03 CHERY LN NW?

LIB-03 CHERY LN NW in Fairfield, Ohio has a deck rating of 6/9, superstructure rating of 6/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is LIB-03 CHERY LN NW inspected?

LIB-03 CHERY LN NW'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 324 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. LIB-03 CHERY LN NW 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 LIB-03 CHERY LN NW?

LIB-03 CHERY LN NW has an NBI inventory load rating of 25.9 metric tons.

Who is responsible for maintaining LIB-03 CHERY LN NW?

LIB-03 CHERY LN NW is owned and maintained by County Highway Agency.

How old is LIB-03 CHERY LN NW and does age affect safety?

LIB-03 CHERY LN NW was built in 1900, making it 126 years old and last reconstructed in 1989.

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.