FHWA NBI 2024 Inspection record Public-domain dataset

12 S 03 E 16.00:

Carrying 12 S 03 E 16.00: over QUARTZVILLE CREEK

15.5 miles NE of Hwy 20 (, Linn, Oregon

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Good
55 t Inventory load rating

Bridge Snapshot: 12 S 03 E 16.00:

The 12 S 03 E 16.00: bridge in Linn, Oregon carries 12 S 03 E 16.00: over QUARTZVILLE CREEK. It was built in 1966, making it 60 years old today. The structure is built primarily of prestressed concrete and spans 5 sections, stretching 140.8 meters (462 feet) end to end. Daily traffic averages 25 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. All reported major components score above the Poor range. Its NBI inventory load rating is 54.8 metric tons.

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

How 12 S 03 E 16.00: compares

▲ 22.5
Load rating vs Oregon average (32.3 t)
Top 8%
Higher load rating than 92% of Oregon bridges
567
Bridges in Linn · 100 in Poor condition
12 S 03 E 16.00: 54.8 t
Oregon average 32.3 t

Live comparison across Oregon.

Historical Sufficiency Rating

PlainBridge-computed
90.8 / 100 - historical 80–100 band
Structural adequacy /55
55.0
Serviceability /30
26.0
Essentiality /15
14.8
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 How the historical reference is calculated.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
54.8 t
NBI inventory level (metric tons)
Overall Condition
Good

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

Structural Details

Year Built
1966
Material
Prestressed Concrete
Number of Spans
5
Structure Length
140.8 m (462 ft)
Deck Width
9.9 m (32 ft)
Owner
Bureau of Land Management
Avg Daily Traffic
25 vehicles/day
Structure Number
0000000L1439330

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) is in good condition (7/9), showing no significant deterioration.
  • The substructure (piers and abutments) rates good at 7/9, with no significant deterioration on file.

How to read this record

This page shows what the last federal inspection recorded, not whether 12 S 03 E 16.00: 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 12 S 03 E 16.00: against other structures in Linn 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 12 S 03 E 16.00:?

12 S 03 E 16.00: in Linn, 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 12 S 03 E 16.00: inspected?

12 S 03 E 16.00:'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 25 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. 12 S 03 E 16.00: 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 12 S 03 E 16.00:?

12 S 03 E 16.00: has an NBI inventory load rating of 54.8 metric tons.

Who is responsible for maintaining 12 S 03 E 16.00:?

12 S 03 E 16.00: is owned and maintained by Bureau of Land Management.

How old is 12 S 03 E 16.00: and does age affect safety?

12 S 03 E 16.00: was built in 1966, making it 60 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.