FHWA NBI 2024 Inspection record Public-domain dataset

ROCK SPRINGS RD

Carrying ROCK SPRINGS RD over BEAVER RUN

0.9 MI NORTH OF RT 22, Westmoreland, Pennsylvania

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
59 t Inventory load rating

Bridge Snapshot: ROCK SPRINGS RD

The ROCK SPRINGS RD bridge in Westmoreland, Pennsylvania carries ROCK SPRINGS RD over BEAVER RUN. It was built in 1920, making it 106 years old today. The structure is built primarily of steel and spans 1 section, stretching 8.5 meters (28 feet) end to end. Daily traffic averages 60 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 4/9, superstructure at 4/9, substructure at 2/9. The weakest component sits in critical condition. Because at least one major component scores 4 or lower, this bridge falls in FHWA's Poor condition category. That category is not a closure order. Its NBI inventory load rating is 59.0 metric tons.

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

How ROCK SPRINGS RD compares

▲ 19.7
Load rating vs Pennsylvania average (39.3 t)
Top 7%
Higher load rating than 93% of Pennsylvania bridges
619
Bridges in Westmoreland · 92 in Poor condition
ROCK SPRINGS RD 59.0 t
Pennsylvania average 39.3 t

Live comparison across Pennsylvania.

Historical Sufficiency Rating

PlainBridge-computed
18.7 / 100 - historical under-20 band
Structural adequacy /55
0.0
Serviceability /30
4.0
Essentiality /15
14.7
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 How the historical reference is calculated.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
4/9
Poor (1–4)
Superstructure
4/9
Poor (1–4)
Substructure
2/9
Poor (1–4)
Inventory Load Rating
59.0 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1920
Material
Steel
Number of Spans
1
Structure Length
8.5 m (28 ft)
Deck Width
4.3 m (14 ft)
Owner
Town/Township Highway Agency
Avg Daily Traffic
60 vehicles/day
Structure Number
000000000036954

Condition Analysis

  • The deck (driving surface) is in poor condition (4/9), showing advanced deterioration that may require priority repair.
  • The superstructure (beams and supports above the deck) rates poor at 4/9, advanced deterioration that should be prioritized for repair.
  • The substructure (piers and abutments) rates critical at 2/9, severe deterioration that needs urgent attention.

How to read this record

ROCK SPRINGS RD 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 ROCK SPRINGS RD against other structures in Westmoreland 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 ROCK SPRINGS RD?

ROCK SPRINGS RD in Westmoreland, Pennsylvania has a deck rating of 4/9, superstructure rating of 4/9, and substructure rating of 2/9 on the FHWA's 0–9 scale.

How often is ROCK SPRINGS RD inspected?

ROCK SPRINGS 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 60 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. ROCK SPRINGS RD 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 ROCK SPRINGS RD?

ROCK SPRINGS RD has an NBI inventory load rating of 59.0 metric tons.

Who is responsible for maintaining ROCK SPRINGS RD?

ROCK SPRINGS RD is owned and maintained by Town/Township Highway Agency.

How old is ROCK SPRINGS RD and does age affect safety?

ROCK SPRINGS RD was built in 1920, making it 106 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.