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Existing Pavement Evaluation in Austin

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Austin sits on a variable geologic mosaic of Cretaceous limestone, Taylor marl, and deep alluvial clays from the Colorado River. With over 1 million residents in the city proper and pavement networks expanding rapidly, understanding the condition of existing asphalt and concrete surfaces before overlays or rehabilitation is critical. A thorough existing pavement evaluation in Austin identifies structural capacity, layer thickness, and subgrade moisture sensitivity — data that directly influences design life. For projects near the Balcones Fault Zone, where expansive clays are common, combining surface deflection testing with subrasante vialanalysis helps predict long-term performance under cyclic traffic loads.

Illustrative image of Existing pavement evaluation in Austin
A pavement evaluation that ignores swelling clay behavior can produce an overlay that cracks within two years of placement in Austin.

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Process overview

Local contractors often assume that a visual crack survey is enough before resurfacing. It is not. A proper existing pavement evaluation in Austin requires coring for layer thickness, dynamic cone penetrometer testing for base strength, and falling weight deflectometer readings to back-calculate modulus values. When the subgrade includes the notorious Houston Black clay found in parts of South Austin, plasticity index testing via limites-atterberg becomes essential to predict shrink-swell behavior under the pavement section. The evaluation also establishes whether full-depth reclamation or a simple mill-and-overlay is viable — a distinction that can save hundreds of thousands on large subdivision or commercial parking lot projects.
Technical reference — Austin

Local context

The most common mistake in Austin is skipping subgrade moisture assessment during the dry summer months. Contractors core the pavement, see decent asphalt thickness, and design an overlay. Eight months later, spring rains saturate the underlying clay, the subgrade loses support, and reflective cracking appears at every joint. A complete existing pavement evaluation in Austin must include moisture-density profiles at the subgrade level. Without that data, the overlay design is a gamble — one that often fails within the first two years.

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Relevant standards


ASTM D4694: Standard Test Method for Deflections with a Falling Weight Type Impulse Load Device, ASTM D3549: Standard Test Method for Thickness or Height of Compacted Bituminous Paving Mixture Specimens, AASHTO T 307: Determining the Resilient Modulus of Soils and Aggregate Materials, ASTM D1883: Standard Test Method for California Bearing Ratio (CBR) of Laboratory-Compacted Soils

Technical data

ParameterTypical value
Layer thickness (core)Measured per ASTM D3549
Deflection (FWD)Peak deflection, basin radius, back-calculated E
Subgrade CBRIn-situ or remolded per ASTM D1883
Plasticity Index (PI)ASTM D4318 for clay subgrades
Traffic count (ESAL)18-kip equivalent single axle load projection

FAQ


What is the difference between FWD and DCP for pavement evaluation in Austin?

FWD measures surface deflection under an impulse load to back-calculate layer moduli and predict structural capacity. DCP measures penetration rate into subgrade to estimate CBR in situ. Both are complementary: FWD addresses the full pavement structure while DCP focuses on subgrade strength alone. We often run both on the same project for a complete picture.

How much does an existing pavement evaluation cost in Austin?

Typical costs for a standard evaluation covering deflection testing, coring, and subgrade CBR range between US$1,150 and US$3,760 depending on the number of test points, site access, and whether laboratory plasticity tests are required. Contact our team for a scope-specific quote.

When should I schedule a pavement evaluation before overlay design?

Ideally during the wet season or after a period of significant rainfall. Evaluating subgrade at its weakest moisture condition produces a conservative overlay design that performs reliably year-round. For Austin, that means late spring or early fall, when the clay profile is most saturated.

Location and service area

We serve projects across Austin.

Location and service area