SIXTH STREET

over GRAND RIVER

GRAND RAPIDS, Kent County, Michigan

Condition

Fair

Year Built

1886

Daily Traffic

4,550

Length

55 ft

About This Bridge

SIXTH STREET carries traffic over GRAND RIVER in Kent County, Michigan. Built in 1886, this structure is 140 years old, making it a historic structure that has served the community for generations. The bridge features steel construction with a truss - thru design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 4,550 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 55 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

7

Deck Condition

Good

5

Superstructure

Fair

6

Substructure

Satisfactory

7

Channel & Protection

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 1886, 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 truss - thru design was selected based on span requirements, load capacity needs, and site conditions at the time of construction. Maintenance responsibility falls to City/Municipal.

Construction

Year Built1886
Year Reconstructed2011
MaterialSteel
Design TypeTruss - Thru
OwnerCity/Municipal

Dimensions

Total Length55 ft (16.6 m)
Max Span15 ft (4.6 m)
Deck Width4 ft
Deck Area1,760 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 1,760 sq ft determines surface maintenance scope.

Classification

Route TypeCity Street
Route Number2001
Lanes On Bridge2
Lanes Under Bridge

Status

Toll BridgeNo
Historical SignificanceOn National Register of Historic Places
Scour CriticalNo
Detour Length2 mi (3 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.

4,550

Avg Daily Traffic (2011)

Vehicles per day crossing this bridge

Truck Traffic

Commercial vehicle percentage

7,450

Projected Future ADT

Estimated future demand

This bridge carries approximately 4,550 vehicles per day, translating to roughly 1,660,750 crossings annually. Lower traffic volumes generally result in less structural wear over time.

Traffic projections estimate future volumes of 7,450 vehicles daily, a 64% 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

0.7 tons

Maximum allowable load for special permits

Inventory Rating

0.4 tons

Load level for normal traffic

The operating rating of 0.7 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 0.4 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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43.962222, -86.331111

Identification

Structure Number000000000005192
NBI IDMI-000000000005192
State FIPS26
County FIPS081

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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.

SIXTH STREET over GRAND RIVER, Michigan — Bridge Condition | BridgeReport.org | BridgeReport.org