F44 290TH ST

over CEDAR RIVER

079031115, Cedar County, Iowa

Condition

Poor

Year Built

1948

Daily Traffic

620

Length

115 ft

About This Bridge

F44 290TH ST carries traffic over CEDAR RIVER in Cedar County, Iowa. Built in 1948, this structure is 78 years old, making it a historic structure that has served the community for generations. The bridge features steel continuous construction with a girder and floorbeam design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 620 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 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 115 feet, this structure falls within the typical range requiring standard inspection procedures conducted by certified bridge inspectors.

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

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

3

Superstructure

Serious

4

Substructure

Poor

4

Channel & Protection

Poor

3

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 3 shows serious section loss affecting structural capacity. The substructure rating of 4 reflects significant wear in piers, abutments, or foundations.

For a structure built in 1948, 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 14 miles, underscoring the importance of maintaining this crossing.

Bridge Details

Steel Continuous is the primary structural material, which influences maintenance requirements and expected lifespan. The girder and floorbeam 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 Built1948
Year Reconstructed1985
MaterialSteel Continuous
Design TypeGirder and Floorbeam
OwnerCounty Highway Agency

Dimensions

Total Length115 ft (34.9 m)
Max Span15 ft (4.7 m)
Deck Width3 ft
Deck Area3,176 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 3,176 sq ft determines surface maintenance scope.

Classification

Route TypeCounty Road
Route Number0
Lanes On Bridge2
Lanes Under Bridge

Status

Toll BridgeNo
Historical SignificanceEligible for NRHP
Scour Critical7
Detour Length14 mi (23 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.

620

Avg Daily Traffic (2022)

Vehicles per day crossing this bridge

Truck Traffic

Commercial vehicle percentage

620

Projected Future ADT

Estimated future demand

This bridge carries approximately 620 vehicles per day, translating to roughly 226,300 crossings annually. Lower traffic volumes generally result in less structural wear over time.

Traffic projections estimate future volumes of 620 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

3.6 tons

Maximum allowable load for special permits

Inventory Rating

2.3 tons

Load level for normal traffic

The operating rating of 3.6 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 2.3 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

Declining

Condition has declined by 1.0 rating points since 2020

Data: 2020-2024 FHWA National Bridge Inventory

Location

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41.903611, -92.043611

Identification

Structure Number000000000018490
NBI IDIA-000000000018490
State FIPS19
County FIPS031

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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.

F44 290TH ST over CEDAR RIVER | Iowa