RTE 812

over CAN.QUEENS HWY.2 ST.LAW

1.8 MI.NE OF OGDENSBURG, St. Lawrence County, New York

Condition

Poor

Year Built

1960

Daily Traffic

3,033

Length

739 ft

About This Bridge

RTE 812 carries traffic over CAN.QUEENS HWY.2 ST.LAW in St. Lawrence County, New York. Built in 1960, this structure is 66 years old, placing it among the older bridges still in active service. The bridge features steel construction with a suspension design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 3,033 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 30% 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 739 feet, this is a major span requiring specialized engineering expertise for inspection and maintenance. Longer bridges present unique challenges including thermal expansion, wind loads, and more complex structural analysis.

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

4

Superstructure

Poor

6

Substructure

Satisfactory

8

Channel & Protection

Very Good

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 superstructure rating of 4 shows advanced deterioration in beams or girders.

For a structure built in 1960, 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 124 miles, underscoring the importance of maintaining this crossing.

Bridge Details

Steel is the primary structural material, which influences maintenance requirements and expected lifespan. The suspension 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 Built1960
Year Reconstructed2022
MaterialSteel
Design TypeSuspension
OwnerLocal Toll Authority

Dimensions

Total Length739 ft (225.1 m)
Max Span114 ft (34.8 m)
Deck Width4 ft
Deck Area24,760 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 24,760 sq ft determines surface maintenance scope.

Classification

Route TypeState Highway
Route Number812
Lanes On Bridge2
Lanes Under Bridge3

Status

Toll BridgeYes
Historical SignificanceNot determined
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.

3,033

Avg Daily Traffic (2021)

Vehicles per day crossing this bridge

30%

Truck Traffic

Commercial vehicle percentage

3,047

Projected Future ADT

Estimated future demand

This bridge carries approximately 3,033 vehicles per day, translating to roughly 1,107,045 crossings annually. Lower traffic volumes generally result in less structural wear over time.

Commercial trucks comprise 30% 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 3,047 vehicles daily, a 0% 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

9.7 tons

Maximum allowable load for special permits

Inventory Rating

2.9 tons

Load level for normal traffic

The operating rating of 9.7 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 2.9 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

Improving

Condition has improved by 2.0 rating points since 2020

Status Changes

  • Reconstructed in 2022
  • Exited poor condition in 2022
  • No longer structurally deficient as of 2022

Data: 2020-2024 FHWA National Bridge Inventory

Location

Loading map...

45.670000, -75.966944

Identification

Structure Number000000005523230
NBI IDNY-000000005523230
State FIPS36
County FIPS089

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.

RTE 812 over CAN.QUEENS HWY.2 ST.LAW | New York