FHWA NBI 2024 Inspection record Public-domain dataset

S-W & S-E RAMPS

Carrying S-W & S-E RAMPS over 115TH AVE NE & TRAIL

0.2 N JCT SR 520, King, Washington

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Good
11 t Inventory load rating Lower than 98% of rated Washington bridges

S-W & S-E RAMPS in King, Washington sits above 2% of rated Washington bridges on inventory load rating (11 t), while its 1966 build year is earlier than 63% of King's recorded-year cohort (1,238 bridges).

S-W & S-E RAMPS in King, Washington is rated Good in the FHWA's 2024 National Bridge Inventory. Built in 1966, 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 WA:0007839A0000000

INTERSTATE-ERA · PRESTRESS · MULTI-SPAN · TIED-CTRL · ARTERIAL-ADT · LIGHT-LOAD · CAT-GOOD

  • INTERSTATE-ERA 1950–1979
  • PRESTRESS Prestressed concrete
  • MULTI-SPAN 3 spans
  • TIED-CTRL Tied control
  • ARTERIAL-ADT Arterial ADT
  • LIGHT-LOAD Light 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: S-W & S-E RAMPS

The S-W & S-E RAMPS bridge in King, Washington carries S-W & S-E RAMPS over 115TH AVE NE & TRAIL. It was built in 1966, making it 60 years old today. It was last reconstructed in 1994, extending its service life. The structure is built primarily of prestressed concrete continuous and spans 3 sections, stretching 70.7 meters (232 feet) end to end. Daily traffic averages 9,741 vehicles, placing it in the moderately-trafficked tier of Washington bridges. It is owned and maintained by State Highway Agency.

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.

How S-W & S-E RAMPS compares

▼ 22.7
Load rating vs Washington average (34.0 t; 8,455 of 8,474 rated)
1,238
Bridges in King · 53 in Poor condition

Age against the county: built in 1966, earlier than 780 of King's 1,238 bridges with a recorded construction year (63%), against a county median build year of 1972. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

S-W & S-E RAMPS 11.3 t
Washington average (8,455 of 8,474 rated) 34.0 t

Live comparison across Washington bridges with a recorded inventory load rating (8,455 of 8,474 rated).

S-W & S-E RAMPS vs every rated Washington bridge

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

11 Top 98% higher than 2% of 8,455 bridges

rated Washington 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
11.3 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.

King inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 1,238 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
1966
Last Reconstructed
1994
Material
Prestressed Concrete Continuous
Number of Spans
3
Structure Length
70.7 m (232 ft)
Deck Width
13.4 m (44 ft)
Owner
State Highway Agency
Avg Daily Traffic
9,741 vehicles/day
Structure Number
0007839A0000000

Condition Analysis

  • The deck (driving surface) rates good at 7/9, with no significant deterioration on file.
  • 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 S-W & S-E RAMPS 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 S-W & S-E RAMPS against other structures in King and across Washington. Washington 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 S-W & S-E RAMPS?

S-W & S-E RAMPS in King, Washington 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 S-W & S-E RAMPS inspected?

S-W & S-E RAMPS'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 9,741 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. S-W & S-E RAMPS 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 S-W & S-E RAMPS?

S-W & S-E RAMPS has an NBI inventory load rating of 11.3 metric tons.

Who is responsible for maintaining S-W & S-E RAMPS?

S-W & S-E RAMPS is owned and maintained by State Highway Agency.

How old is S-W & S-E RAMPS and does age affect safety?

S-W & S-E RAMPS was built in 1966, making it 60 years old and last reconstructed in 1994.

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.