US 48 (X)

over WV 93 (T) Elk Lick Run

.83 Mi. W. 93 Ramp Scherr, Grant County, West Virginia

Condition

Poor

Year Built

2011

Daily Traffic

2,400

Length

75 ft

About This Bridge

US 48 (X) carries traffic over WV 93 (T) Elk Lick Run in Grant County, West Virginia. Built in 2011, this structure is 15 years old, representing modern engineering and construction standards. The bridge features steel continuous construction with a stringer/multi-beam or girder design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 2,400 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 17% of all crossings. This heavy commercial usage significantly impacts structural wear, as a single fully-loaded truck can cause as much deck wear as thousands of passenger vehicles. Transportation planners factor this into maintenance scheduling and budget allocation.

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

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.

6

Deck Condition

Satisfactory

7

Superstructure

Good

4

Substructure

Poor

8

Channel & Protection

Very Good

4

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 substructure rating of 4 reflects significant wear in piers, abutments, or foundations.

For a structure built in 2011, the current condition reflects the cumulative effects of age, traffic, and environmental exposure.

Bridge Details

Steel Continuous is the primary structural material, which influences maintenance requirements and expected lifespan. The stringer/multi-beam or girder design was selected based on span requirements, load capacity needs, and site conditions at the time of construction. Maintenance responsibility falls to State Highway Agency.

Construction

Year Built2011
MaterialSteel Continuous
Design TypeStringer/Multi-beam or Girder
OwnerState Highway Agency

Dimensions

Total Length75 ft (22.9 m)
Max Span21 ft (6.3 m)
Deck Width9 ft
Deck Area5,913 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 5,913 sq ft determines surface maintenance scope.

Classification

Route TypeUS Highway
Route Number48
Lanes On Bridge4
Lanes Under Bridge2

Status

Toll BridgeNo
Historical SignificanceNot eligible
Scour Critical9
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.

2,400

Avg Daily Traffic (2020)

Vehicles per day crossing this bridge

17%

Truck Traffic

Commercial vehicle percentage

2,520

Projected Future ADT

Estimated future demand

This bridge carries approximately 2,400 vehicles per day, translating to roughly 876,000 crossings annually. Lower traffic volumes generally result in less structural wear over time.

Commercial trucks comprise 17% 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. This high percentage of truck traffic may accelerate deterioration of deck surfaces and structural components.

Traffic projections estimate future volumes of 2,520 vehicles daily, a 5% 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

5.3 tons

Maximum allowable load for special permits

Inventory Rating

4.1 tons

Load level for normal traffic

The operating rating of 5.3 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 4.1 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

Loading map...

40.243056, -79.811944

Identification

Structure Number00000000012A114
NBI IDWV-00000000012A114
State FIPS54
County FIPS023

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.

US 48 (X) over WV 93 (T) Elk Lick Run | West Virginia