FHWA NBI 2024 Inspection record Public-domain dataset

30 S 10 W 03.00:

Carrying 30 S 10 W 03.00: over UPPER ROCK CREEK

1.75 miles NE of Hwy 42 (, Coos, Oregon

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Good
22 t Inventory load rating

Bridge Snapshot: 30 S 10 W 03.00:

The 30 S 10 W 03.00: bridge in Coos, Oregon carries 30 S 10 W 03.00: over UPPER ROCK CREEK. It was built in 1967, making it 59 years old today. The structure is built primarily of concrete continuous and spans 3 sections, stretching 25.9 meters (85 feet) end to end. Daily traffic averages 20 vehicles, placing it in the lower-traffic tier of Oregon bridges. It is owned and maintained by Bureau of Land Management.

The latest FHWA inspection records show a deck rating of 7/9, superstructure at 7/9, substructure at 7/9. The weakest component sits in good condition. None of this bridge's reported major components fall into the Poor condition range. Its NBI inventory load rating is 22.4 metric tons.

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

How 30 S 10 W 03.00: compares

▼ 9.9
Load rating vs Oregon average (32.3 t)
Bottom 28%
Lower load rating than 72% of Oregon bridges
254
Bridges in Coos · 8 in Poor condition
30 S 10 W 03.00: 22.4 t
Oregon average 32.3 t

Live comparison across Oregon.

Historical Sufficiency Rating

PlainBridge-computed
69.4 / 100 - historical 50–79.9 band
Structural adequacy /55
44.7
Serviceability /30
15.0
Essentiality /15
14.7
Special reductions
−5.0

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 How the historical reference is calculated.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
7/9
Good (7–9)
Substructure
7/9
Good (7–9)
Inventory Load Rating
22.4 t
NBI inventory level (metric tons)
Overall Condition
Good

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

Structural Details

Year Built
1967
Material
Concrete Continuous
Number of Spans
3
Structure Length
25.9 m (85 ft)
Deck Width
5.0 m (16 ft)
Owner
Bureau of Land Management
Avg Daily Traffic
20 vehicles/day
Structure Number
0000000L1439028

Condition Analysis

  • At 7/9, the deck (driving surface) is in good shape and shows no significant wear.
  • At 7/9, the superstructure (beams and supports above the deck) is in good shape and shows no significant wear.
  • At 7/9, the substructure (piers and abutments) is in good shape and shows no significant wear.

How to read this record

This page shows what the last federal inspection recorded, not whether 30 S 10 W 03.00: 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 30 S 10 W 03.00: against other structures in Coos 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 30 S 10 W 03.00:?

30 S 10 W 03.00: in Coos, Oregon has a deck rating of 7/9, superstructure rating of 7/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is 30 S 10 W 03.00: inspected?

30 S 10 W 03.00:'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 20 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. 30 S 10 W 03.00: is currently shown as Good condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for 30 S 10 W 03.00:?

30 S 10 W 03.00: has an NBI inventory load rating of 22.4 metric tons.

Who is responsible for maintaining 30 S 10 W 03.00:?

30 S 10 W 03.00: is owned and maintained by Bureau of Land Management.

How old is 30 S 10 W 03.00: and does age affect safety?

30 S 10 W 03.00: was built in 1967, making it 59 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.