FHWA NBI 2024 Inspection record Public-domain dataset

38 S 08 W 13.00:

Carrying 38 S 08 W 13.00: over QUEDO CREEK

2.0 miles E of Hwy 199 (M, Josephine, Oregon

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Good
26 t Inventory load rating Lower than 60% of rated Oregon bridges

38 S 08 W 13.00: in Josephine, Oregon sits above 40% of rated Oregon bridges on inventory load rating (26 t), while its 2005 build year is earlier than 12% of Josephine's recorded-year cohort (226 bridges).

38 S 08 W 13.00: in Josephine, Oregon is rated Good in the FHWA's 2024 National Bridge Inventory. Built in 2005, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 7. The lowest applicable rating sets the federal condition category, so this Good result describes the weakest reported component rather than the structure as a whole. No NBI category is a closure decision or a live crossing-safety verdict.

NBI record plate

Structure OR:0000000L1433880

POST-2000 · STEEL · SINGLE-SPAN · TIED-CTRL · TRACE-ADT · STANDARD-LOAD · CAT-GOOD

  • POST-2000 2000+
  • STEEL Steel
  • SINGLE-SPAN Single span
  • TIED-CTRL Tied control
  • TRACE-ADT Trace ADT
  • STANDARD-LOAD Standard load
  • CAT-GOOD Good

Inspection-sheet codes from this record’s year, material family, spans, controlling component, ADT, inventory load, and NBI category, not a live closure verdict.

Bridge Snapshot: 38 S 08 W 13.00:

The 38 S 08 W 13.00: bridge in Josephine, Oregon carries 38 S 08 W 13.00: over QUEDO CREEK. It was built in 2005, making it 21 years old today. The structure is built primarily of steel and spans 1 section, stretching 12.3 meters (40 feet) end to end. Daily traffic averages 15 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. No reported major component scores in the Poor range under the current federal condition thresholds.

How 38 S 08 W 13.00: compares

▼ 5.6
Load rating vs Oregon average (31.8 t; 8,282 of 8,305 rated)
226
Bridges in Josephine · 6 in Poor condition

Age against the county: built in 2005, earlier than 26 of Josephine's 226 bridges with a recorded construction year (12%), against a county median build year of 1966. This is one of the newer structures in its county.

38 S 08 W 13.00: 26.2 t
Oregon average (8,282 of 8,305 rated) 31.8 t

Live comparison across Oregon bridges with a recorded inventory load rating (8,282 of 8,305 rated).

38 S 08 W 13.00: vs every rated Oregon bridge

Inventory load rating (metric tons), FHWA NBI, this state

26 Top 60% higher than 40% of 8,282 bridges

rated Oregon bridges, bucketed by value

Each bar is a band; taller bars hold more bridges. The dashed line + filled bar mark this entry. Hover or tap any bar for its full count and share, and where it sits relative to this entry.

Source FHWA National Bridge Inventory · August 2026

Condition Ratings

Deck
7/9
Good (7–9)
Superstructure
7/9
Good (7–9)
Substructure
7/9
Good (7–9)
Inventory Load Rating
26.2 t
NBI inventory level (metric tons)
Overall Condition
Good

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

Reported 0–9 component ratings from the FHWA NBI. The highlighted component is the lowest reported input to this record’s current condition category; it is not a closure or live crossing-safety decision.

Josephine inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 226 bridges in this county. Orthogonal to this structure's component profile above: a county catalog share, not a live crossing-safety verdict.

Structural Details

Year Built
2005
Material
Steel
Number of Spans
1
Structure Length
12.3 m (40 ft)
Deck Width
4.9 m (16 ft)
Owner
Bureau of Land Management
Avg Daily Traffic
15 vehicles/day
Structure Number
0000000L1433880

Condition Analysis

  • The deck (driving surface) rates good at 7/9, with no significant deterioration on file.
  • At 7/9, the superstructure (beams and supports above the deck) is in good shape and shows no significant wear.
  • The substructure (piers and abutments) is in good condition (7/9), showing no significant deterioration.

How to read this record

This page shows what the last federal inspection recorded, not whether 38 S 08 W 13.00: 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 38 S 08 W 13.00: against other structures in Josephine 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 38 S 08 W 13.00:?

38 S 08 W 13.00: in Josephine, 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 38 S 08 W 13.00: inspected?

38 S 08 W 13.00:'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 15 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. 38 S 08 W 13.00: 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 38 S 08 W 13.00:?

38 S 08 W 13.00: has an NBI inventory load rating of 26.2 metric tons.

Who is responsible for maintaining 38 S 08 W 13.00:?

38 S 08 W 13.00: is owned and maintained by Bureau of Land Management.

How old is 38 S 08 W 13.00: and does age affect safety?

38 S 08 W 13.00: was built in 2005, making it 21 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

Share this inspection record

Send this source-bounded record or download its data card. An NBI condition category is not a closure or live crossing-safety verdict.

XFacebookLinkedInWhatsAppEmail

Every figure on PlainBridges is rendered directly from federal source data, no number is typed in by an editor. Component ratings, ADT, and condition category on this page are copied from the NBI record for this structure; no figure is typed in by an editor. See our editorial standards & corrections policy, the methodology behind these numbers, or report a data error. Data current as of 2024 NBI release. NBI condition categories reflect the latest reported inventory record, not a live safety, closure, or travel decision.