SOUTHPORT RD

over WHITE RIVER

00.50 E OF MANN RD, Marion County, Indiana

Condition

Poor

Year Built

1950

Daily Traffic

11,120

Length

90 ft

About This Bridge

SOUTHPORT RD carries traffic over WHITE RIVER in Marion County, Indiana. Built in 1950, this structure is 76 years old, placing it among the older bridges still in active service. The bridge features concrete continuous construction with a stringer/multi-beam or girder design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 11,120 vehicles cross this bridge daily, representing moderate traffic volumes typical of important regional connectors. This level of usage requires regular monitoring to ensure continued safe operation. Commercial trucks account for 13% 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 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 90 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.

4

Deck Condition

Poor

6

Superstructure

Satisfactory

6

Substructure

Satisfactory

6

Channel & Protection

Satisfactory

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 deck rating of 4 indicates advanced deterioration affecting the driving surface.

For a structure built in 1950, 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 9 miles, underscoring the importance of maintaining this crossing.

Bridge Details

Concrete 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 City/Municipal.

Construction

Year Built1950
Year Reconstructed1998
MaterialConcrete Continuous
Design TypeStringer/Multi-beam or Girder
OwnerCity/Municipal

Dimensions

Total Length90 ft (27.4 m)
Max Span12 ft (3.5 m)
Deck Width3 ft
Deck Area2,880 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 2,880 sq ft determines surface maintenance scope.

Classification

Route TypeCity Street
Route Number0
Lanes On Bridge2
Lanes Under Bridge

Status

Toll BridgeNo
Historical SignificanceEligible for NRHP
Scour Critical3
Detour Length9 mi (14 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.

11,120

Avg Daily Traffic (2019)

Vehicles per day crossing this bridge

13%

Truck Traffic

Commercial vehicle percentage

16,524

Projected Future ADT

Estimated future demand

This bridge carries approximately 11,120 vehicles per day, translating to roughly 4,058,800 crossings annually. This moderate traffic level is typical for regional connectors.

Commercial trucks comprise 13% 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 16,524 vehicles daily, a 49% 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

4.6 tons

Maximum allowable load for special permits

Inventory Rating

2.8 tons

Load level for normal traffic

The operating rating of 4.6 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 2.8 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

Status Changes

  • Entered poor condition in 2021
  • Became structurally deficient in 2021

Data: 2020-2024 FHWA National Bridge Inventory

Location

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40.979722, -86.526944

Identification

Structure Number4900415
NBI IDIN-4900415
State FIPS18
County FIPS097

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.

SOUTHPORT RD over WHITE RIVER | Indiana