E1530

over CREEK

1.4 E 2 N OF ASHLAND, Pittsburg County, Oklahoma

Condition

Good

Year Built

2023

Daily Traffic

100

Length

2,000 ft

About This Bridge

E1530 carries traffic over CREEK in Pittsburg County, Oklahoma. Built in 2023, this structure is 3 years old, representing modern engineering and construction standards. The bridge features steel construction with a culvert design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 100 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 10% of all crossings. This proportion of commercial traffic is typical for this roadway classification and is factored into the bridge's design load ratings.

The bridge is currently rated in good 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 2,000 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

Deck Condition

N/A

Superstructure

N/A

Substructure

N/A

7

Culvert

Good

9

Channel & Protection

Excellent

7

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.

With a lowest rating of 7, this bridge demonstrates good condition meeting all safety standards.

For a structure built in 2023, maintaining good condition demonstrates effective maintenance practices.

Bridge Details

Steel is the primary structural material, which influences maintenance requirements and expected lifespan. The culvert 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 Built2023
MaterialSteel
Design TypeCulvert
OwnerCounty Highway Agency

Dimensions

Total Length2,000 ft (609.6 m)
Max Span1 ft (0.3 m)
Deck Width
Deck Area40,843 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 40,843 sq ft determines surface maintenance scope.

Classification

Route TypeCounty Road
Route NumberE153
Lanes On Bridge2
Lanes Under Bridge

Status

Toll BridgeNo
Historical SignificanceNot eligible
Scour Critical8
Detour Length3 mi (5 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.

100

Avg Daily Traffic (2022)

Vehicles per day crossing this bridge

10%

Truck Traffic

Commercial vehicle percentage

160

Projected Future ADT

Estimated future demand

This bridge carries approximately 100 vehicles per day, translating to roughly 36,500 crossings annually. Lower traffic volumes generally result in less structural wear over time.

Commercial trucks comprise 10% 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.

Traffic projections estimate future volumes of 160 vehicles daily, a 60% 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

3.3 tons

Maximum allowable load for special permits

Inventory Rating

1.9 tons

Load level for normal traffic

The operating rating of 3.3 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 1.9 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

Declining

Condition has declined by 1.0 rating points since 2020

Data: 2020-2024 FHWA National Bridge Inventory

Location

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36.113056, -96.682222

Identification

Structure Number332450000000000
NBI IDOK-332450000000000
State FIPS40
County FIPS121

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.

E1530 over CREEK, Oklahoma — Bridge Condition | BridgeReport.org | BridgeReport.org