I-84 White Salmon

over COLUMBIA RIVER

Hood River, Hood River County, Oregon

Condition

Poor

Year Built

1924

Daily Traffic

12,861

Length

442 ft

About This Bridge

I-84 White Salmon carries traffic over COLUMBIA RIVER in Hood River County, Oregon. Built in 1924, this structure is 102 years old, making it a historic structure that has served the community for generations. The bridge features steel construction with a movable - lift design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 12,861 vehicles cross this bridge daily, representing moderate traffic volumes typical of important regional connectors. This level of usage requires regular monitoring to ensure continued safe operation. Commercial trucks account for 28% of all crossings. This heavy commercial usage significantly impacts structural wear, as a single fully-loaded truck can cause as much deck wear as thousands of passenger vehicles. Transportation planners factor this into maintenance scheduling and budget allocation.

The bridge is currently rated in poor condition based on federal inspection criteria established by the Federal Highway Administration. It is classified as structurally deficient, meaning one or more components have received a rating of 4 or below on the 0-9 scale. This designation indicates significant deterioration that warrants attention, though the bridge remains safe for travel within its posted limits. Structurally deficient does not mean unsafe—rather, it signals that repairs or replacement should be prioritized in transportation planning. With a total length of 442 feet, this structure falls within the typical range requiring standard inspection procedures conducted by certified bridge inspectors.

Steel bridges provide high strength-to-weight ratios, making them suitable for longer spans. However, they require ongoing protection against corrosion through painting or weathering steel designs. Inspectors pay close attention to connection points, fatigue cracking, and coating condition.

Federal law requires that all highway bridges be inspected at least every 24 months by qualified inspectors following the National Bridge Inspection Standards (NBIS). Some bridges with known issues or unusual characteristics may be inspected more frequently. Inspection data is reported to the National Bridge Inventory, a database maintained by the Federal Highway Administration that tracks the condition of all public highway bridges in the United States. This bridge data is sourced from that federal database and reflects the most recent available inspection results.

Condition Ratings

Structurally Deficient

This bridge has one or more component ratings of 4 or below, indicating significant deterioration that requires attention. The bridge remains safe for travel but may have load restrictions.

5

Deck Condition

Fair

5

Superstructure

Fair

4

Substructure

Poor

4

Channel & Protection

Poor

4

Lowest Rating

Determines condition category

NBI condition ratings range from 0 (failed) to 9 (excellent). Ratings of 4 or below are considered poor. The overall condition category is determined by the lowest individual component rating.

The substructure rating of 4 reflects significant wear in piers, abutments, or foundations.

For a structure built in 1924, the current condition reflects the cumulative effects of age, traffic, and environmental exposure. If this bridge were closed, traffic would face a detour of approximately 40 miles, underscoring the importance of maintaining this crossing.

Bridge Details

Steel is the primary structural material, which influences maintenance requirements and expected lifespan. The movable - lift design was selected based on span requirements, load capacity needs, and site conditions at the time of construction. Maintenance responsibility falls to Local Toll Authority.

Construction

Year Built1924
MaterialSteel
Design TypeMovable - Lift
OwnerLocal Toll Authority

Dimensions

Total Length442 ft (134.7 m)
Max Span26 ft (8.0 m)
Deck Width2 ft
Deck Area7,945 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 7,945 sq ft determines surface maintenance scope.

Classification

Route TypeOther
Route Number0
Lanes On Bridge2
Lanes Under Bridge

Status

Toll BridgeYes
Historical SignificanceOn National Register of Historic Places
Scour Critical4
Detour Length40 mi (64 km)

Traffic Data

Traffic volume data helps engineers assess bridge wear patterns and plan maintenance schedules. Average Daily Traffic (ADT) counts are updated periodically and represent typical weekday usage.

12,861

Avg Daily Traffic (2020)

Vehicles per day crossing this bridge

28%

Truck Traffic

Commercial vehicle percentage

9,548

Projected Future ADT

Estimated future demand

This bridge carries approximately 12,861 vehicles per day, translating to roughly 4,694,265 crossings annually. This moderate traffic level is typical for regional connectors.

Commercial trucks comprise 28% of traffic. Heavy vehicles cause disproportionate wear—a single fully loaded truck can have the impact of thousands of passenger cars on bridge deck surfaces. This high percentage of truck traffic may accelerate deterioration of deck surfaces and structural components.

Traffic projections estimate future volumes of 9,548 vehicles daily, a decrease from current levels. These projections inform capacity planning and potential upgrade requirements.

Load Ratings

Load ratings determine what weight this bridge can safely support. These values are critical for routing heavy vehicles and issuing overweight permits.

Operating Rating

1.3 tons

Maximum allowable load for special permits

Inventory Rating

1.0 tons

Load level for normal traffic

The operating rating of 1.3 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 1.0 tons is the safe load limit for everyday traffic without restrictions. These relatively low ratings may result in posted weight limits or route restrictions for heavy vehicles.

5-Year Condition Trend

Stable

Condition has remained relatively stable since 2020

Data: 2020-2024 FHWA National Bridge Inventory

Location

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45.873611, -122.640278

Identification

Structure Number06645 002C06462
NBI IDOR-06645 002C06462
State FIPS41
County FIPS027

Explore More

Data Source: Federal Highway Administration (FHWA) National Bridge Inventory 2024

Bridge inspection data is typically updated every 24 months. Conditions may have changed since the last inspection.

“Structurally deficient” does not mean a bridge is unsafe or likely to collapse. It indicates that one or more key structural elements are in poor or worse condition. Bridges are inspected regularly and may have load restrictions in place.

This data is for informational purposes only and should not be used for route clearance or vehicle weight decisions.

I-84 White Salmon over COLUMBIA RIVER | Oregon