FHWA NBI 2024 Inspection record Public-domain dataset

(TR.2) WIRICK RD.

Carrying (TR.2) WIRICK RD. over CEDAR FORK

75 FT SO OF BEL JOHNSVILL, Richland, Ohio

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Good
42 t Inventory load rating

Bridge Snapshot: (TR.2) WIRICK RD.

The (TR.2) WIRICK RD. bridge in Richland, Ohio carries (TR.2) WIRICK RD. over CEDAR FORK. It was built in 1989, making it 37 years old today. The structure is built primarily of prestressed concrete and spans 2 sections, stretching 22.2 meters (73 feet) end to end. Daily traffic averages 54 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 7/9, superstructure at 7/9, substructure at 8/9. The weakest component sits in good condition. None of this bridge's reported major components fall into the Poor condition range. Its NBI inventory load rating is 42.1 metric tons.

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

How (TR.2) WIRICK RD. compares

▲ 4.6
Load rating vs Ohio average (37.5 t)
Top 31%
Higher load rating than 69% of Ohio bridges
356
Bridges in Richland · 22 in Poor condition
(TR.2) WIRICK RD. 42.1 t
Ohio average 37.5 t

Live comparison across Ohio.

Historical Sufficiency Rating

PlainBridge-computed
100.0 / 100 - historical 80–100 band
Structural adequacy /55
55.0
Serviceability /30
30.0
Essentiality /15
15.0
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 How the historical reference is calculated.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
7/9
Good (7–9)
Superstructure
7/9
Good (7–9)
Substructure
8/9
Good (7–9)
Inventory Load Rating
42.1 t
NBI inventory level (metric tons)
Overall Condition
Good

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

Structural Details

Year Built
1989
Material
Prestressed Concrete
Number of Spans
2
Structure Length
22.2 m (73 ft)
Deck Width
7.3 m (24 ft)
Owner
County Highway Agency
Avg Daily Traffic
54 vehicles/day
Structure Number
7035152

Condition Analysis

  • At 7/9, the deck (driving surface) is in good shape and shows no significant wear.
  • The superstructure (beams and supports above the deck) rates good at 7/9, with no significant deterioration on file.
  • 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 (TR.2) WIRICK RD. 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 (TR.2) WIRICK RD. against other structures in Richland 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 (TR.2) WIRICK RD.?

(TR.2) WIRICK RD. in Richland, Ohio has a deck rating of 7/9, superstructure rating of 7/9, and substructure rating of 8/9 on the FHWA's 0–9 scale.

How often is (TR.2) WIRICK RD. inspected?

(TR.2) WIRICK RD.'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 54 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. (TR.2) WIRICK RD. is currently shown as Good condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for (TR.2) WIRICK RD.?

(TR.2) WIRICK RD. has an NBI inventory load rating of 42.1 metric tons.

Who is responsible for maintaining (TR.2) WIRICK RD.?

(TR.2) WIRICK RD. is owned and maintained by County Highway Agency.

How old is (TR.2) WIRICK RD. and does age affect safety?

(TR.2) WIRICK RD. was built in 1989, making it 37 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.