M 1612

over MINNEHAHA CREEK

0.1 MI E OF JCT MHAHA A, Hennepin County, Minnesota

Condition

Fair

Year Built

1908

Daily Traffic

200

Length

62 ft

About This Bridge

M 1612 carries traffic over MINNEHAHA CREEK in Hennepin County, Minnesota. Built in 1908, this structure is 118 years old, making it a historic structure that has served the community for generations. The bridge features steel construction with a arch - deck design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 200 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 62 feet, this is a shorter span typical of local road crossings, often carrying traffic over small streams, drainage channels, or other roadways.

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

5

Deck Condition

Fair

5

Superstructure

Fair

5

Substructure

Fair

6

Channel & Protection

Satisfactory

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 1908, this condition level is expected given the bridge's age and usage patterns.

Bridge Details

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

Construction

Year Built1908
MaterialSteel
Design TypeArch - Deck
OwnerOther State

Dimensions

Total Length62 ft (19.0 m)
Max Span29 ft (8.8 m)
Deck Width3 ft
Deck Area1,808 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 1,808 sq ft determines surface maintenance scope.

Classification

Route TypeCity Street
Route Number1612
Lanes On Bridge2
Lanes Under Bridge

Status

Toll BridgeNo
Historical SignificanceEligible for NRHP
Scour Critical9
Detour Length1 mi (2 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.

200

Avg Daily Traffic (1985)

Vehicles per day crossing this bridge

Truck Traffic

Commercial vehicle percentage

200

Projected Future ADT

Estimated future demand

This bridge carries approximately 200 vehicles per day, translating to roughly 73,000 crossings annually. Lower traffic volumes generally result in less structural wear over time.

Traffic projections estimate future volumes of 200 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

4.9 tons

Maximum allowable load for special permits

Inventory Rating

2.8 tons

Load level for normal traffic

The operating rating of 4.9 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 2.8 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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46.147222, -93.892500

Identification

Structure Number5756
NBI IDMN-5756
State FIPS27
County FIPS053

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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.

M 1612 over MINNEHAHA CREEK | Minnesota