FHWA NBI 2024 Inspection record Public-domain dataset

T-384 BROOKLYN ST

Carrying T-384 BROOKLYN ST over KNAPP CREEK

NEAR HAINES DR INTERSECT, McKean, Pennsylvania

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
15 t Inventory load rating

Bridge Snapshot: T-384 BROOKLYN ST

The T-384 BROOKLYN ST bridge in McKean, Pennsylvania carries T-384 BROOKLYN ST over KNAPP CREEK. It was built in 1890, making it 136 years old today. It was last reconstructed in 1996, extending its service life. The structure is built primarily of steel and spans 1 section, stretching 12.2 meters (40 feet) end to end. Daily traffic averages 40 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 5/9, superstructure at 4/9, substructure at 4/9. The weakest component sits in poor condition. A component scored 4 or below, placing this bridge in the federal Poor condition category rather than declaring it unsafe or closed. Its NBI inventory load rating is 14.5 metric tons.

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

How T-384 BROOKLYN ST compares

▼ 24.8
Load rating vs Pennsylvania average (39.3 t)
Bottom 4%
Lower load rating than 96% of Pennsylvania bridges
166
Bridges in McKean · 31 in Poor condition
T-384 BROOKLYN ST 14.5 t
Pennsylvania average 39.3 t

Live comparison across Pennsylvania.

Historical Sufficiency Rating

PlainBridge-computed
33.6 / 100 - historical 20–49.9 band
Structural adequacy /55
5.4
Serviceability /30
14.5
Essentiality /15
13.7
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 How the historical reference is calculated.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
5/9
Fair (5–6)
Superstructure
4/9
Poor (1–4)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
14.5 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1890
Last Reconstructed
1996
Material
Steel
Number of Spans
1
Structure Length
12.2 m (40 ft)
Deck Width
4.6 m (15 ft)
Owner
Town/Township Highway Agency
Avg Daily Traffic
40 vehicles/day
Structure Number
000000000025602

Condition Analysis

  • At 5/9, the deck (driving surface) shows fair condition, with minor wear flagged for upkeep.
  • The superstructure (beams and supports above the deck) is in poor condition (4/9), showing advanced deterioration that may require priority repair.
  • The substructure (piers and abutments) is in poor condition (4/9), showing advanced deterioration that may require priority repair.

How to read this record

T-384 BROOKLYN ST 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-384 BROOKLYN ST against other structures in McKean 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-384 BROOKLYN ST?

T-384 BROOKLYN ST in McKean, Pennsylvania has a deck rating of 5/9, superstructure rating of 4/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is T-384 BROOKLYN ST inspected?

T-384 BROOKLYN ST'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 40 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. T-384 BROOKLYN ST 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-384 BROOKLYN ST?

T-384 BROOKLYN ST has an NBI inventory load rating of 14.5 metric tons.

Who is responsible for maintaining T-384 BROOKLYN ST?

T-384 BROOKLYN ST is owned and maintained by Town/Township Highway Agency.

How old is T-384 BROOKLYN ST and does age affect safety?

T-384 BROOKLYN ST was built in 1890, making it 136 years old and last reconstructed in 1996.

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.