FHWA NBI 2024 Inspection record Public-domain dataset

T-621,REYNOLDS RUN

Carrying T-621,REYNOLDS RUN over OVER REYNOLDS RUN

PINE GROVE TOWNSHIP, Warren, Pennsylvania

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
47 t Inventory load rating

Bridge Snapshot: T-621,REYNOLDS RUN

The T-621,REYNOLDS RUN bridge in Warren, Pennsylvania carries T-621,REYNOLDS RUN over OVER REYNOLDS RUN. It was built in 1960, making it 66 years old today. It was last reconstructed in 1999, extending its service life. The structure is built primarily of steel and spans 1 section, stretching 9.4 meters (31 feet) end to end. Daily traffic averages 65 vehicles, placing it in the lower-traffic tier of Pennsylvania bridges. It is owned and maintained by Town/Township Highway Agency.

The latest FHWA inspection records show a deck rating of 7/9, superstructure at 8/9, 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 47.2 metric tons.

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

How T-621,REYNOLDS RUN compares

▲ 7.9
Load rating vs Pennsylvania average (39.3 t)
Top 21%
Higher load rating than 79% of Pennsylvania bridges
217
Bridges in Warren · 40 in Poor condition
T-621,REYNOLDS RUN 47.2 t
Pennsylvania average 39.3 t

Live comparison across Pennsylvania.

Historical Sufficiency Rating

PlainBridge-computed
68.9 / 100 - historical 50–79.9 band
Structural adequacy /55
30.0
Serviceability /30
26.0
Essentiality /15
14.9
Special reductions
−2.0

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 How the historical reference is calculated.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
8/9
Good (7–9)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
47.2 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1960
Last Reconstructed
1999
Material
Steel
Number of Spans
1
Structure Length
9.4 m (31 ft)
Deck Width
6.1 m (20 ft)
Owner
Town/Township Highway Agency
Avg Daily Traffic
65 vehicles/day
Structure Number
000000000034261

Condition Analysis

  • The deck (driving surface) rates good at 7/9, with no significant deterioration on file.
  • The superstructure (beams and supports above the deck) is in good condition (8/9), showing no significant deterioration.
  • The substructure (piers and abutments) rates poor at 4/9, advanced deterioration that should be prioritized for repair.

How to read this record

T-621,REYNOLDS RUN 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 T-621,REYNOLDS RUN against other structures in Warren and across Pennsylvania. Pennsylvania 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 T-621,REYNOLDS RUN?

T-621,REYNOLDS RUN in Warren, Pennsylvania has a deck rating of 7/9, superstructure rating of 8/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is T-621,REYNOLDS RUN inspected?

T-621,REYNOLDS RUN'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 65 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. T-621,REYNOLDS RUN 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 T-621,REYNOLDS RUN?

T-621,REYNOLDS RUN has an NBI inventory load rating of 47.2 metric tons.

Who is responsible for maintaining T-621,REYNOLDS RUN?

T-621,REYNOLDS RUN is owned and maintained by Town/Township Highway Agency.

How old is T-621,REYNOLDS RUN and does age affect safety?

T-621,REYNOLDS RUN was built in 1960, making it 66 years old and last reconstructed in 1999.

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.