FHWA NBI 2024 Inspection record Public-domain dataset

PL0407 APPLEGROVE

Carrying PL0407 APPLEGROVE over WEST BRANCH NIMISHILLEN

0.3 MI. W. OF TR50A, Stark, Ohio

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Good
29 t Inventory load rating Lower than 81% of rated Ohio bridges

PL0407 APPLEGROVE in Stark, Ohio sits above 19% of rated Ohio bridges on inventory load rating (29 t), while its 1941 build year is earlier than 89% of Stark's recorded-year cohort (415 bridges).

PL0407 APPLEGROVE in Stark, Ohio is rated Good in the FHWA's 2024 National Bridge Inventory. Built in 1941, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 7. The lowest applicable rating sets the federal condition category, so this Good result describes the weakest reported component rather than the structure as a whole. No NBI category is a closure decision or a live crossing-safety verdict.

NBI record plate

Structure OH:7634145

PRE-1950 · PRESTRESS · SINGLE-SPAN · SUB-LED · HEAVY-ADT · STANDARD-LOAD · CAT-GOOD

  • PRE-1950 Pre-1950
  • PRESTRESS Prestressed concrete
  • SINGLE-SPAN Single span
  • SUB-LED Substructure-led
  • HEAVY-ADT Heavy ADT
  • STANDARD-LOAD Standard load
  • CAT-GOOD Good

Inspection-sheet codes from this record’s year, material family, spans, controlling component, ADT, inventory load, and NBI category, not a live closure verdict.

Bridge Snapshot: PL0407 APPLEGROVE

The PL0407 APPLEGROVE bridge in Stark, Ohio carries PL0407 APPLEGROVE over WEST BRANCH NIMISHILLEN. It was built in 1941, making it 85 years old today. It was last reconstructed in 2011, extending its service life. The structure is built primarily of prestressed concrete and spans 1 section, stretching 14.3 meters (47 feet) end to end. Daily traffic averages 12,318 vehicles, placing it in the heavily-trafficked tier of Ohio bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection records show a deck rating of 8/9, superstructure at 8/9, substructure at 7/9. The weakest component sits in good condition. No reported major component scores in the Poor range under the current federal condition thresholds.

How PL0407 APPLEGROVE compares

▼ 7.9
Load rating vs Ohio average (37.1 t; 26,729 rated)
415
Bridges in Stark · 23 in Poor condition

Age against the county: built in 1941, earlier than 370 of Stark's 415 bridges with a recorded construction year (89%), against a county median build year of 1971. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

PL0407 APPLEGROVE 29.2 t
Ohio average (26,729 rated) 37.1 t

Live comparison across Ohio bridges with a recorded inventory load rating (26,729 rated).

PL0407 APPLEGROVE vs every rated Ohio bridge

Inventory load rating (metric tons), FHWA NBI, this state

29 Top 81% higher than 19% of 26,729 bridges

rated Ohio bridges, bucketed by value

Each bar is a band; taller bars hold more bridges. The dashed line + filled bar mark this entry. Hover or tap any bar for its full count and share, and where it sits relative to this entry.

Source FHWA National Bridge Inventory · August 2026

Condition Ratings

Deck
8/9
Good (7–9)
Superstructure
8/9
Good (7–9)
Substructure
7/9
Good (7–9)
Inventory Load Rating
29.2 t
NBI inventory level (metric tons)
Overall Condition
Good

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

Reported 0–9 component ratings from the FHWA NBI. The highlighted component is the lowest reported input to this record’s current condition category; it is not a closure or live crossing-safety decision.

Stark inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 415 bridges in this county. Orthogonal to this structure's component profile above: a county catalog share, not a live crossing-safety verdict.

Structural Details

Year Built
1941
Last Reconstructed
2011
Material
Prestressed Concrete
Number of Spans
1
Structure Length
14.3 m (47 ft)
Deck Width
15.9 m (52 ft)
Owner
County Highway Agency
Avg Daily Traffic
12,318 vehicles/day
Structure Number
7634145

Condition Analysis

  • The deck (driving surface) rates good at 8/9, with no significant deterioration on file.
  • At 8/9, the superstructure (beams and supports above the deck) is in good shape and shows no significant wear.
  • The substructure (piers and abutments) is in good condition (7/9), showing no significant deterioration.

How to read this record

This page shows what the last federal inspection recorded, not whether PL0407 APPLEGROVE 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 PL0407 APPLEGROVE against other structures in Stark 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 PL0407 APPLEGROVE?

PL0407 APPLEGROVE in Stark, Ohio has a deck rating of 8/9, superstructure rating of 8/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is PL0407 APPLEGROVE inspected?

PL0407 APPLEGROVE'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 12,318 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. PL0407 APPLEGROVE 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 PL0407 APPLEGROVE?

PL0407 APPLEGROVE has an NBI inventory load rating of 29.2 metric tons.

Who is responsible for maintaining PL0407 APPLEGROVE?

PL0407 APPLEGROVE is owned and maintained by County Highway Agency.

How old is PL0407 APPLEGROVE and does age affect safety?

PL0407 APPLEGROVE was built in 1941, making it 85 years old and last reconstructed in 2011.

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

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Send this source-bounded record or download its data card. An NBI condition category is not a closure or live crossing-safety verdict.

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Every figure on PlainBridges is rendered directly from federal source data, no number is typed in by an editor. Component ratings, ADT, and condition category on this page are copied from the NBI record for this structure; no figure is typed in by an editor. See our editorial standards & corrections policy, the methodology behind these numbers, or report a data error. Data current as of 2024 NBI release. NBI condition categories reflect the latest reported inventory record, not a live safety, closure, or travel decision.