FHWA NBI 2024 Inspection record Public-domain dataset

MAPLEWOOD DRIVE

Carrying MAPLEWOOD DRIVE over BEAVER RUN

600' SW OF TR 617, Westmoreland, Pennsylvania

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
22 t Inventory load rating

Bridge Snapshot: MAPLEWOOD DRIVE

The MAPLEWOOD DRIVE bridge in Westmoreland, Pennsylvania carries MAPLEWOOD DRIVE over BEAVER RUN. It was built in 1915, making it 111 years old today. The structure is built primarily of steel and spans 1 section, stretching 7.3 meters (24 feet) end to end. Average daily traffic is not reported for this structure. It is owned and maintained by Town/Township Highway Agency.

The latest FHWA inspection records show a deck rating of 1/9, superstructure at 1/9, substructure at 0/9. The weakest component sits in critical 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 21.8 metric tons.

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

How MAPLEWOOD DRIVE compares

▼ 17.5
Load rating vs Pennsylvania average (39.3 t)
Bottom 8%
Lower load rating than 92% of Pennsylvania bridges
619
Bridges in Westmoreland · 92 in Poor condition
MAPLEWOOD DRIVE 21.8 t
Pennsylvania average 39.3 t

Live comparison across Pennsylvania.

Historical Sufficiency Rating

PlainBridge-computed
21.0 / 100 - historical 20–49.9 band
Structural adequacy /55
0.0
Serviceability /30
6.0
Essentiality /15
15.0
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 How the historical reference is calculated.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
1/9
Poor (1–4)
Superstructure
1/9
Poor (1–4)
Substructure
0/9
Failed (0)
Inventory Load Rating
21.8 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1915
Material
Steel
Number of Spans
1
Structure Length
7.3 m (24 ft)
Deck Width
4.5 m (15 ft)
Owner
Town/Township Highway Agency
Structure Number
000000000036953

Condition Analysis

  • At 1/9, the deck (driving surface) is in critical shape, with severe wear requiring urgent action.
  • The superstructure (beams and supports above the deck) is in critical condition (1/9), with severe deterioration requiring urgent attention.
  • The substructure (piers and abutments) is in critical condition (0/9), with severe deterioration requiring urgent attention.

How to read this record

MAPLEWOOD DRIVE 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 MAPLEWOOD DRIVE 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 MAPLEWOOD DRIVE?

MAPLEWOOD DRIVE in Westmoreland, Pennsylvania has a deck rating of 1/9, superstructure rating of 1/9, and substructure rating of 0/9 on the FHWA's 0–9 scale.

How often is MAPLEWOOD DRIVE inspected?

MAPLEWOOD DRIVE's responsible agency sets its routine interval under FHWA's risk-based inspection rules; this page does not expose the scheduled interval.

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

FHWA retired that reported status beginning with the 2018 archive. MAPLEWOOD DRIVE 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 MAPLEWOOD DRIVE?

MAPLEWOOD DRIVE has an NBI inventory load rating of 21.8 metric tons.

Who is responsible for maintaining MAPLEWOOD DRIVE?

MAPLEWOOD DRIVE is owned and maintained by Town/Township Highway Agency.

How old is MAPLEWOOD DRIVE and does age affect safety?

MAPLEWOOD DRIVE was built in 1915, making it 111 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.