IH 35

over COL RI/LADY BIRD LK/E AV

6.65 MI S OF US 183, Travis County, Texas

Condition

Fair

Year Built

1954

Daily Traffic

129,685

Length

105 ft

About This Bridge

IH 35 carries traffic over COL RI/LADY BIRD LK/E AV in Travis County, Texas. Built in 1954, this structure is 72 years old, placing it among the older bridges still in active service. 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 129,685 vehicles cross this bridge daily, making it a high-traffic corridor critical to regional transportation. Bridges carrying this volume require enhanced inspection schedules and proactive maintenance programs. 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 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 105 feet, this structure falls within the typical range requiring standard inspection procedures conducted by certified bridge inspectors.

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

6

Deck Condition

Satisfactory

6

Superstructure

Satisfactory

6

Substructure

Satisfactory

5

Channel & Protection

Fair

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 1954, this condition level is expected given the bridge's age and usage patterns.

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 Built1954
Year Reconstructed1982
MaterialSteel Continuous
Design TypeStringer/Multi-beam or Girder
OwnerState Highway Agency

Dimensions

Total Length105 ft (32.1 m)
Max Span13 ft (4.0 m)
Deck Width10 ft
Deck Area9,781 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 9,781 sq ft determines surface maintenance scope.

Classification

Route TypeInterstate
Route Number35
Lanes On Bridge6
Lanes Under Bridge2

Status

Toll BridgeNo
Historical SignificancePossibly eligible
Scour Critical8
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.

129,685

Avg Daily Traffic (2020)

Vehicles per day crossing this bridge

10%

Truck Traffic

Commercial vehicle percentage

203,480

Projected Future ADT

Estimated future demand

This bridge carries approximately 129,685 vehicles per day, translating to roughly 47,335,025 crossings annually. This high volume places significant demands on the structure and necessitates frequent inspections.

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 203,480 vehicles daily, a 57% 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

4.3 tons

Maximum allowable load for special permits

Inventory Rating

2.6 tons

Load level for normal traffic

The operating rating of 4.3 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 2.6 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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31.838056, -97.951944

Identification

Structure Number142270001513096
NBI IDTX-142270001513096
State FIPS48
County FIPS453

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.

IH 35 over COL RI/LADY BIRD LK/E AV | Texas