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Rigid Pavement Design in Arlington: ACPA & FAA-Compliant Solutions

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Arlington's location on the Eagle Ford Shale formation presents a unique set of geotechnical challenges for rigid pavement design. The highly expansive clay subgrades common across Tarrant County demand a design approach that goes well beyond standard AASHTO 93 methodology. Our team applies the ACPA StreetPave and FAA FAARFIELD software to model slab response under heavy truck and aircraft loading, ensuring long-term performance. For subgrade characterization, we integrate in-situ permeability testing to assess drainage conditions and CBR road testing for precise modulus inputs, which are critical for determining the required concrete thickness and joint layout.

Controlling joint movement in Arlington's expansive clay requires a solid subgrade reaction modulus, not just an assumed k-value from a table.

Methodology and scope

A common observation we make across Arlington job sites is the direct correlation between a poorly characterized subgrade and premature joint faulting. Designing a rigid pavement here is not about copying a standard cross-section; it's about controlling the interaction between the slab and the underlying expansive soil. Our design process starts with a detailed geotechnical investigation to define the Westergaard modulus of subgrade reaction (k-value). We then specify the correct joint spacing, load transfer efficiency using dowel bars, and the necessary stabilized subbase layer to mitigate pumping. For heavy-duty industrial yards expecting significant static loads, we often recommend pairing the rigid pavement with a mat foundation analysis to ensure compatibility at structural interfaces.
Rigid Pavement Design in Arlington: ACPA & FAA-Compliant Solutions
Technical reference image — Arlington

Local geotechnical context

The Eagle Ford Shale in Arlington has a liquid limit often exceeding 60 and a plasticity index above 30, classifying it as highly expansive (CH per ASTM D2487). A rigid pavement placed directly on this untreated subgrade is at extreme risk of differential heave during the wet season and shrinkage cracks during the dry summer months. Without a moisture-insensitive, stabilized subbase layer, water infiltration through joints and cracks will saturate the shale, leading to significant pumping of fines and a rapid loss of structural support. The resulting faulting at transverse joints creates a rough, unsafe riding surface that requires costly slab jacking or full-depth panel replacement much earlier than the design life anticipates.

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Typical values

ParameterTypical value
Design MethodologyACPA StreetPave / FAA FAARFIELD / AASHTO 93
Subgrade SupportModulus of Subgrade Reaction (k-value), CBR, Mr
Concrete PropertiesFlexural Strength (MR) per ASTM C78, Elastic Modulus
Joint Spacing15 ft typical for plain jointed concrete pavement (PJCP)
Load TransferDowel bars (FAA / ACPA design tables), aggregate interlock
Subbase RequirementsCement-treated or asphalt-stabilized base (CTB/ATB) over expansive soil
Traffic LoadingESALs or equivalent aircraft passes, 20-30 year design life
Local Soil ConcernEagle Ford Shale - high swell potential, need for moisture conditioning

Complementary services

01

Street and Commercial Pavement Design

We use ACPA StreetPave to optimize joint spacing and slab thickness for parking lots, residential streets, and industrial access roads. Design accounts for Arlington's ESAL projections and expansive clay subgrades, specifying dowel requirements and edge support details.

02

Airfield and Heavy-Duty Industrial Design

For projects near Arlington Municipal Airport or heavy distribution centers, we apply FAA FAARFIELD methodology. This includes full traffic mix analysis, stabilized subbase design to prevent pumping, and detailed jointing plans for high-speed exit taxiways and heavy static load zones.

Relevant standards

ASTM C78 / C39 - Concrete Strength Testing, ACPA - Design of Concrete Pavements for City Streets, FAA AC 150/5320-6G - Airport Pavement Design, ASTM D2487 - Unified Soil Classification (Expansive Soils), AASHTO T 307 - Resilient Modulus (Mr) for Subgrade

Quick answers

What is the typical design life of a rigid pavement in Arlington?

We typically design for a 20 to 30-year service life. This requires accurate traffic forecasting in ESALs and proper modeling of the Eagle Ford Shale's support conditions over time, including a moisture-conditioned subgrade modulus.

How do expansive clays affect joint performance in rigid pavements?

Expansive clays cause differential volume changes that lead to loss of support at joints. Without a stabilized subbase and proper dowel load transfer, water enters the joint, saturates the clay, and causes pumping and faulting that destroys the ride quality.

How much does a rigid pavement design cost for a commercial project?

For a typical commercial project in Arlington, the rigid pavement design scope ranges from US$1,800 to US$7,220, depending on the traffic data analysis required and the extent of subgrade investigation needed to determine the k-value.

What input data do you need to start the design?

We need a geotechnical report with CBR values, Atterberg limits, and ideally a resilient modulus test on the subgrade. We also require the projected traffic mix, axle load spectra, and any site grading plans that affect drainage and subgrade moisture conditions.

Location and service area

We serve projects across Arlington and surrounding areas.

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