FHWA NBI 2024 Inspection record Public-domain dataset

GLENN ST (VALE)

Carrying GLENN ST (VALE) over MALHEUR RIVER

0.24 M S JCT HWY 20, Malheur, Oregon

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Fair
18 t Inventory load rating

Bridge Snapshot: GLENN ST (VALE)

The GLENN ST (VALE) bridge in Malheur, Oregon carries GLENN ST (VALE) over MALHEUR RIVER. It was built in 1961, making it 65 years old today. The structure is built primarily of concrete continuous and spans 7 sections, stretching 93.0 meters (305 feet) end to end. Daily traffic averages 1,037 vehicles, placing it in the moderately-trafficked tier of Oregon bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection records show a deck rating of 7/9, superstructure at 6/9, substructure at 6/9. The weakest component sits in fair condition. None of this bridge's reported major components fall into the Poor condition range. Its NBI inventory load rating is 17.8 metric tons.

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

How GLENN ST (VALE) compares

▼ 14.5
Load rating vs Oregon average (32.3 t)
Bottom 13%
Lower load rating than 87% of Oregon bridges
181
Bridges in Malheur · 5 in Poor condition
GLENN ST (VALE) 17.8 t
Oregon average 32.3 t

Live comparison across Oregon.

Historical Sufficiency Rating

PlainBridge-computed
57.6 / 100 - historical 50–79.9 band
Structural adequacy /55
36.8
Serviceability /30
9.0
Essentiality /15
14.7
Special reductions
−3.0

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 How the historical reference is calculated.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
6/9
Fair (5–6)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
17.8 t
NBI inventory level (metric tons)
Overall Condition
Fair

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

Structural Details

Year Built
1961
Material
Concrete Continuous
Number of Spans
7
Structure Length
93.0 m (305 ft)
Deck Width
8.9 m (29 ft)
Owner
County Highway Agency
Avg Daily Traffic
1,037 vehicles/day
Structure Number
45C120057000041

Condition Analysis

  • At 7/9, the deck (driving surface) is in good shape and shows no significant wear.
  • The superstructure (beams and supports above the deck) rates fair at 6/9, minor deterioration that routine maintenance should address.
  • The substructure (piers and abutments) is in fair condition (6/9), with minor deterioration that may require routine maintenance.

How to read this record

This page shows what the last federal inspection recorded, not whether GLENN ST (VALE) is safe to cross today. Here is how to use it.

  • NBI condition ratings reflect the latest record in this annual dataset, not a live status. Current routine inspection intervals are risk-based.
  • Learn how the 0–9 condition scale and Good/Fair/Poor categories are defined. How condition ratings work
  • Compare GLENN ST (VALE) against other structures in Malheur and across Oregon. Oregon 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 GLENN ST (VALE)?

GLENN ST (VALE) in Malheur, Oregon has a deck rating of 7/9, superstructure rating of 6/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is GLENN ST (VALE) inspected?

GLENN ST (VALE)'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 1,037 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. GLENN ST (VALE) is currently shown as Fair condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for GLENN ST (VALE)?

GLENN ST (VALE) has an NBI inventory load rating of 17.8 metric tons.

Who is responsible for maintaining GLENN ST (VALE)?

GLENN ST (VALE) is owned and maintained by County Highway Agency.

How old is GLENN ST (VALE) and does age affect safety?

GLENN ST (VALE) was built in 1961, making it 65 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.