JFKIA Term 5 Dept

over JFKIA Term 5 Arrv

JFKIA Term 5 Dept., Queens County, New York

Condition

Fair

Year Built

2008

Daily Traffic

2,008

Length

143 ft

About This Bridge

JFKIA Term 5 Dept carries traffic over JFKIA Term 5 Arrv in Queens County, New York. Built in 2008, this structure is 18 years old, representing modern engineering and construction standards. The bridge features prestressed concrete construction with a box beam - multiple design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 2,008 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 143 feet, this structure falls within the typical range requiring standard inspection procedures conducted by certified bridge inspectors.

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

6

Deck Condition

Satisfactory

7

Superstructure

Good

6

Substructure

Satisfactory

Channel & Protection

N/A

6

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 6 indicates satisfactory condition with minor section loss or deterioration.

For a structure built in 2008, this condition level is expected given the bridge's age and usage patterns.

Bridge Details

Prestressed Concrete is the primary structural material, which influences maintenance requirements and expected lifespan. The box beam - multiple 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 Built2008
MaterialPrestressed Concrete
Design TypeBox Beam - Multiple
OwnerLocal Toll Authority

Dimensions

Total Length143 ft (43.6 m)
Max Span13 ft (3.8 m)
Deck Width3 ft
Deck Area4,403 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 4,403 sq ft determines surface maintenance scope.

Classification

Route TypeCity Street
Route Number0
Lanes On Bridge2
Lanes Under Bridge2

Status

Toll BridgeNo
Historical SignificanceNot eligible
Scour CriticalN
Detour Length

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.

2,008

Avg Daily Traffic (2009)

Vehicles per day crossing this bridge

Truck Traffic

Commercial vehicle percentage

2,811

Projected Future ADT

Estimated future demand

This bridge carries approximately 2,008 vehicles per day, translating to roughly 732,920 crossings annually. Lower traffic volumes generally result in less structural wear over time.

Traffic projections estimate future volumes of 2,811 vehicles daily, a 40% 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

7.5 tons

Maximum allowable load for special permits

Inventory Rating

3.3 tons

Load level for normal traffic

The operating rating of 7.5 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 3.3 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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41.766667, -74.802778

Identification

Structure Number000000005524940
NBI IDNY-000000005524940
State FIPS36
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.

JFKIA Term 5 Dept over JFKIA Term 5 Arrv | New York