CANARY ROAD SOUTH

over FIDDLE CREEK

020 MI SE SILTCOOS LAKE, Lane County, Oregon

Condition

Fair

Year Built

1987

Daily Traffic

76

Length

53 ft

About This Bridge

CANARY ROAD SOUTH carries traffic over FIDDLE CREEK in Lane County, Oregon. Built in 1987, this structure is 39 years old, built during a period of significant highway expansion. The bridge features prestressed concrete construction with a slab design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 76 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.

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 53 feet, this is a shorter span typical of local road crossings, often carrying traffic over small streams, drainage channels, or other roadways.

Concrete bridges offer excellent durability and relatively low maintenance requirements. They resist corrosion well but can develop cracking over time, particularly in regions with freeze-thaw cycles or heavy use of deicing chemicals. Regular inspection focuses on detecting cracks, spalling, and reinforcement corrosion.

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

7

Deck Condition

Good

7

Superstructure

Good

5

Substructure

Fair

8

Channel & Protection

Very Good

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 1987, 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 124 miles, underscoring the importance of maintaining this crossing.

Bridge Details

Prestressed Concrete 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 County Highway Agency.

Construction

Year Built1987
MaterialPrestressed Concrete
Design TypeSlab
OwnerCounty Highway Agency

Dimensions

Total Length53 ft (16.1 m)
Max Span3 ft (0.9 m)
Deck Width2 ft
Deck Area1,177 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 1,177 sq ft determines surface maintenance scope.

Classification

Route TypeCounty Road
Route NumberC533
Lanes On Bridge2
Lanes Under Bridge

Status

Toll BridgeNo
Historical SignificanceNot eligible
Scour CriticalNo
Detour Length124 mi (199 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.

76

Avg Daily Traffic (2020)

Vehicles per day crossing this bridge

Truck Traffic

Commercial vehicle percentage

86

Projected Future ADT

Estimated future demand

This bridge carries approximately 76 vehicles per day, translating to roughly 27,740 crossings annually. Lower traffic volumes generally result in less structural wear over time.

Traffic projections estimate future volumes of 86 vehicles daily, a 13% 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

7.3 tons

Maximum allowable load for special permits

Inventory Rating

4.3 tons

Load level for normal traffic

The operating rating of 7.3 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 4.3 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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45.358889, -125.361111

Identification

Structure Number15149A533000605
NBI IDOR-15149A533000605
State FIPS41
County FIPS039

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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.

CANARY ROAD SOUTH over FIDDLE CREEK | Oregon