FHWA NBI 2024 Inspection record Public-domain dataset

Q ST/FAS 3795

Carrying Q ST/FAS 3795 over ELKHORN RIVER

WJCT US275/N92 2S .2W, Douglas, Nebraska

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Poor
37 t Inventory load rating Higher than 80% of rated Nebraska bridges

Q ST/FAS 3795 in Douglas, Nebraska is rated Poor in the FHWA's 2024 National Bridge Inventory.

Built in 1964, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 4. The lowest applicable rating sets the federal condition category, so this Poor 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 NE:C002802810

INTERSTATE-ERA · STEEL · MULTI-SPAN · DECK-LED · ARTERIAL-ADT · STANDARD-LOAD · CAT-POOR

  • INTERSTATE-ERA 1950–1979
  • STEEL Steel
  • MULTI-SPAN 3 spans
  • DECK-LED Deck-led
  • ARTERIAL-ADT Arterial ADT
  • STANDARD-LOAD Standard load
  • CAT-POOR Poor

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: Q ST/FAS 3795

The Q ST/FAS 3795 bridge in Douglas, Nebraska carries Q ST/FAS 3795 over ELKHORN RIVER. It was built in 1964, making it 62 years old today. It was last reconstructed in 2000, extending its service life. The structure is built primarily of steel continuous and spans 3 sections, stretching 107.0 meters (351 feet) end to end. Daily traffic averages 1,165 vehicles, placing it in the moderately-trafficked tier of Nebraska bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection records show a deck rating of 4/9, superstructure at 6/9, substructure at 5/9. The weakest component sits in poor condition. A component scored 4 or below, placing this bridge in the federal Poor condition category rather than declaring it unsafe or closed.

How Q ST/FAS 3795 compares

▲ 9.6
Load rating vs Nebraska average (27.4 t; 15,392 of 15,398 rated)
509
Bridges in Douglas · 15 in Poor condition

Age against the county: built in 1964, earlier than 423 of Douglas's 509 bridges with a recorded construction year (83%), against a county median build year of 1988. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

Q ST/FAS 3795 37.0 t
Nebraska average (15,392 of 15,398 rated) 27.4 t

Live comparison across Nebraska bridges with a recorded inventory load rating (15,392 of 15,398 rated).

Q ST/FAS 3795 vs every rated Nebraska bridge

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

37 Top 20% higher than 80% of 15,392 bridges

rated Nebraska 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
4/9
Poor (1–4)
Superstructure
6/9
Fair (5–6)
Substructure
5/9
Fair (5–6)
Inventory Load Rating
37.0 t
NBI inventory level (metric tons)
Overall Condition
Poor

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.

Douglas inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 509 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
1964
Last Reconstructed
2000
Material
Steel Continuous
Number of Spans
3
Structure Length
107.0 m (351 ft)
Deck Width
8.6 m (28 ft)
Owner
County Highway Agency
Avg Daily Traffic
1,165 vehicles/day
Structure Number
C002802810

Condition Analysis

  • The deck (driving surface) rates poor at 4/9, with advanced deterioration recorded on the latest inspection.
  • The superstructure (beams and supports above the deck) is in fair condition (6/9), with minor deterioration that may require routine maintenance.
  • At 5/9, the substructure (piers and abutments) shows fair condition, with minor wear flagged for upkeep.

How to read this record

Q ST/FAS 3795 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 Q ST/FAS 3795 against other structures in Douglas and across Nebraska. Nebraska 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 Q ST/FAS 3795?

Q ST/FAS 3795 in Douglas, Nebraska has a deck rating of 4/9, superstructure rating of 6/9, and substructure rating of 5/9 on the FHWA's 0–9 scale.

How often is Q ST/FAS 3795 inspected?

Q ST/FAS 3795'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 1,165 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. Q ST/FAS 3795 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 Q ST/FAS 3795?

Q ST/FAS 3795 has an NBI inventory load rating of 37.0 metric tons.

Who is responsible for maintaining Q ST/FAS 3795?

Q ST/FAS 3795 is owned and maintained by County Highway Agency.

How old is Q ST/FAS 3795 and does age affect safety?

Q ST/FAS 3795 was built in 1964, making it 62 years old and last reconstructed in 2000.

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

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

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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.