CO RD 19
over BRUSH CREEK
1.6 M N LIZZIEVILLE, Greene County, Alabama
Condition
FairYear Built
1984
Daily Traffic
840
Length
50 ft
About This Bridge
CO RD 19 carries traffic over BRUSH CREEK in Greene County, Alabama. Built in 1984, this structure is 42 years old, built during a period of significant highway expansion. The bridge features concrete construction with a channel beam design, a combination chosen by engineers to meet the specific requirements of this crossing.
Approximately 840 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 80% 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 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 50 feet, this is a shorter span typical of local road crossings, often carrying traffic over small streams, drainage channels, or other roadways.
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
Deck Condition
Good
Superstructure
Good
Substructure
Satisfactory
Channel & Protection
Satisfactory
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 1984, this condition level is expected given the bridge's age and usage patterns. If this bridge were closed, traffic would face a detour of approximately 19 miles, underscoring the importance of maintaining this crossing.
Bridge Details
Concrete is the primary structural material, which influences maintenance requirements and expected lifespan. The channel beam 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
Dimensions
Span dimensions affect structural design choices and load distribution. The deck area of 1,433 sq ft determines surface maintenance scope.
Classification
Status
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.
840
Avg Daily Traffic (1995)
Vehicles per day crossing this bridge
80%
Truck Traffic
Commercial vehicle percentage
900
Projected Future ADT
Estimated future demand
This bridge carries approximately 840 vehicles per day, translating to roughly 306,600 crossings annually. Lower traffic volumes generally result in less structural wear over time.
Commercial trucks comprise 80% 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 900 vehicles daily, a 7% 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
7.1 tons
Maximum allowable load for special permits
Inventory Rating
4.7 tons
Load level for normal traffic
The operating rating of 7.1 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 4.7 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
→StableCondition has remained relatively stable since 2020
Data: 2020-2024 FHWA National Bridge Inventory
Location
Loading map...
34.300000, -89.516667
Identification
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.