FHWA NBI 2024 Inspection record Public-domain dataset

W.BEAVER TWP T467

Carrying W.BEAVER TWP T467 over ULSH GAP RUN

2 MI.SW.OF MIDDLE CREEK, Snyder, Pennsylvania

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
10 t Inventory load rating

Bridge Snapshot: W.BEAVER TWP T467

The W.BEAVER TWP T467 bridge in Snyder, Pennsylvania carries W.BEAVER TWP T467 over ULSH GAP RUN. It was built in 1925, making it 101 years old today. It was last reconstructed in 1983, extending its service life. The structure is built primarily of steel and spans 1 section, stretching 10.1 meters (33 feet) end to end. Daily traffic averages 50 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 3/9, 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 10.0 metric tons.

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

How W.BEAVER TWP T467 compares

▼ 29.3
Load rating vs Pennsylvania average (39.3 t)
Bottom 2%
Lower load rating than 98% of Pennsylvania bridges
106
Bridges in Snyder · 7 in Poor condition
W.BEAVER TWP T467 10.0 t
Pennsylvania average 39.3 t

Live comparison across Pennsylvania.

Historical Sufficiency Rating

PlainBridge-computed
33.4 / 100 - historical 20–49.9 band
Structural adequacy /55
0.0
Serviceability /30
18.5
Essentiality /15
14.9
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 How the historical reference is calculated.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
3/9
Poor (1–4)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
10.0 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1925
Last Reconstructed
1983
Material
Steel
Number of Spans
1
Structure Length
10.1 m (33 ft)
Deck Width
5.5 m (18 ft)
Owner
Town/Township Highway Agency
Avg Daily Traffic
50 vehicles/day
Structure Number
000000000031311

Condition Analysis

  • The deck (driving surface) is in fair condition (5/9), with minor deterioration that may require routine maintenance.
  • The superstructure (beams and supports above the deck) is in poor condition (3/9), showing advanced deterioration that may require priority repair.
  • The substructure (piers and abutments) rates poor at 4/9, advanced deterioration that should be prioritized for repair.

How to read this record

W.BEAVER TWP T467 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 W.BEAVER TWP T467 against other structures in Snyder 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 W.BEAVER TWP T467?

W.BEAVER TWP T467 in Snyder, Pennsylvania has a deck rating of 5/9, superstructure rating of 3/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is W.BEAVER TWP T467 inspected?

W.BEAVER TWP T467'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 50 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. W.BEAVER TWP T467 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 W.BEAVER TWP T467?

W.BEAVER TWP T467 has an NBI inventory load rating of 10.0 metric tons.

Who is responsible for maintaining W.BEAVER TWP T467?

W.BEAVER TWP T467 is owned and maintained by Town/Township Highway Agency.

How old is W.BEAVER TWP T467 and does age affect safety?

W.BEAVER TWP T467 was built in 1925, making it 101 years old and last reconstructed in 1983.

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.