Hwy 100

over Viaduct

0.3 MI E MULTNOMAH FALLS, Multnomah County, Oregon

Condition

Fair

Year Built

1914

Daily Traffic

781

Length

86 ft

About This Bridge

Hwy 100 carries traffic over Viaduct in Multnomah County, Oregon. Built in 1914, this structure is 112 years old, making it a historic structure that has served the community for generations. The bridge features concrete continuous construction with a slab design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 781 vehicles cross this bridge daily, indicating lower traffic volumes common for local roads and rural routes. While traffic is lighter, these bridges still serve essential community transportation needs. Commercial trucks account for 6% of all crossings. This proportion of commercial traffic is typical for this roadway classification and is factored into the bridge's design load ratings.

The bridge is currently rated in fair condition based on federal inspection criteria established by the Federal Highway Administration. The structure meets current safety standards for its designated use and load capacity. With a total length of 86 feet, this is a shorter span typical of local road crossings, often carrying traffic over small streams, drainage channels, or other roadways.

The construction materials used in this bridge were selected based on engineering requirements, cost considerations, and local conditions at the time of construction.

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

5

Deck Condition

Fair

5

Superstructure

Fair

5

Substructure

Fair

Channel & Protection

N/A

5

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 fair condition rating of 5 indicates some deterioration that warrants monitoring but doesn't affect structural integrity.

For a structure built in 1914, this condition level is expected given the bridge's age and usage patterns. If this bridge were closed, traffic would face a detour of approximately 50 miles, underscoring the importance of maintaining this crossing.

Bridge Details

Concrete Continuous is the primary structural material, which influences maintenance requirements and expected lifespan. The slab design was selected based on span requirements, load capacity needs, and site conditions at the time of construction. Maintenance responsibility falls to State Highway Agency.

Construction

Year Built1914
MaterialConcrete Continuous
Design TypeSlab
OwnerState Highway Agency

Dimensions

Total Length86 ft (26.2 m)
Max Span1 ft (0.3 m)
Deck Width2 ft
Deck Area1,601 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 1,601 sq ft determines surface maintenance scope.

Classification

Route TypeState Highway
Route Number3
Lanes On Bridge2
Lanes Under Bridge

Status

Toll BridgeNo
Historical SignificanceOn National Register of Historic Places
Scour CriticalN
Detour Length50 mi (80 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.

781

Avg Daily Traffic (2020)

Vehicles per day crossing this bridge

6%

Truck Traffic

Commercial vehicle percentage

1,300

Projected Future ADT

Estimated future demand

This bridge carries approximately 781 vehicles per day, translating to roughly 285,065 crossings annually. Lower traffic volumes generally result in less structural wear over time.

Commercial trucks comprise 6% 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.

Traffic projections estimate future volumes of 1,300 vehicles daily, a 66% increase 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

2.0 tons

Maximum allowable load for special permits

Inventory Rating

1.6 tons

Load level for normal traffic

The operating rating of 2.0 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 1.6 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

Declining

Condition has declined by 1.0 rating points since 2020

Data: 2020-2024 FHWA National Bridge Inventory

Location

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46.828889, -123.188056

Identification

Structure Number00841 125 02003
NBI IDOR-00841 125 02003
State FIPS41
County FIPS051

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.

Hwy 100 over Viaduct, Oregon — Bridge Condition | BridgeReport.org | BridgeReport.org