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Grain Size Analysis (Sieve + Hydrometer) in Houston

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Houston’s geology is dominated by the Beaumont Formation—Pleistocene-age clays and silts that dictate how water moves and how foundations perform. The expansive clays in this unit have a plasticity index often exceeding 25, making particle-size distribution a critical parameter before any structural load is applied. A complete grain size analysis, combining mechanical sieving with the hydrometer method per ASTM D422, resolves the full gradation curve from coarse sand down to colloidal clay. This data feeds directly into USCS classification and helps engineers anticipate shrink-swell behavior that costs Harris County property owners millions in foundation repairs annually. For projects near the Buffalo Bayou, where alluvial soils interlayer with older deposits, we often pair the test with a CPT investigation to correlate stratigraphy with laboratory-measured fines content.

In Houston’s Beaumont clays, the difference between a poorly graded sand and an elastic silt is often less than 10% passing the No. 200 sieve—the hydrometer resolves that margin.

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Process overview

ASTM D422 and AASHTO T-88 govern the dual-procedure approach: a mechanical sieve stack for the sand fraction retained on the No. 200 sieve, followed by a hydrometer sedimentation analysis for the silt and clay passing through. In Houston, where residual soils and filled marsh deposits coexist within a single site, relying solely on a sieve analysis misrepresents the true fine fraction. The hydrometer test quantifies the 0.075 mm to 0.001 mm range, pinpointing the clay percentage that controls drainage and consolidation rate. Our laboratory runs dispersing agents and temperature corrections per ASTM D422-63(2007) to eliminate flocculation errors common in high-plasticity Gulf Coast clays. The resulting grain-size curve integrates directly with Atterberg limits testing to confirm the USCS group symbol, removing ambiguity from borderline ML-CL materials that are widespread across the Houston metro.
Grain Size Analysis (Sieve + Hydrometer) in Houston
Technical reference — Houston

Local context

In Houston, the Pleistocene clays typically have a clay fraction exceeding 30%, marking the shift from moderate to high shrink-swell potential. When grain size analysis excludes the hydrometer step, only sand and gravel are reported, leaving the most reactive soil component uncharacterized. In Energy Corridor projects, a sieve-only assessment once identified a soil as silty sand, but the full hydrometer curve indicated 45% high-plasticity clay. This error led to slab-on-grade designs with insufficient reinforcement, and cracks emerged within two years. Houston's seasonal wet-dry cycles worsen the issue: the same clay passing a No. 200 sieve can expand 10% in volume from August drought to May saturation. Without a complete gradation curve, foundation engineers lack full data for design.

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Visual overview


Reference standards

Relevant standards for particle size analysis include ASTM D422-63(2007), AASHTO T-88, ASTM D2487 (USCS), and ASTM D1140 (No. 200 wash).

Technical data


ParameterTypical value
Test standardASTM D422 / AASHTO T-88
Sieve range3 in to No. 200 (75 mm – 0.075 mm)
Hydrometer range0.075 mm to 0.001 mm
Sample mass (fine-grained)500 g (dry weight)
Hydrometer typeASTM 152H
Dispersing agentSodium hexametaphosphate solution
ReportingSemilog grain-size curve, Cu, Cc, USCS symbol
Houston-specific sieveNo. 200 wash retained for clay-bound sands

Questions and answers

Why does Houston require a hydrometer test when a simple sieve analysis is faster?

The Beaumont Formation clay, dominant in Houston, has a very high percentage of fines that pass the No. 200 sieve. A sieve-only test, which stops at 0.075 mm, cannot differentiate non-plastic silt from high-plasticity clay. The hydrometer method, measuring particles down to 0.001 mm, provides engineers the true clay content governing shrink-swell behavior. Without it, a borderline clayey sand might be mistaken for clean sand, resulting in an undersized foundation.

How much does a grain size analysis with hydrometer cost in Houston?

A full ASTM D422 test, incorporating sieve and hydrometer analyses, typically costs between US$90 and US$190 per sample, varying with sample quantity and the need for extra wash procedures in Houston's clay-bound soils.

How long does it take to get results for a grain size test?

The mechanical sieve portion takes one working day to complete. The hydrometer sedimentation step requires a minimum 24-hour reading interval, plus oven-drying and calculations. Standard turnaround for a combined report is three to four business days. Expedited service is available for Houston construction schedules that are time-sensitive.

What sample size is needed for a combined sieve and hydrometer test?

For fine-grained soils typical of Houston, about 500 grams of dry material passing the No. 4 sieve is required. The field sample should be larger, approximately 2 to 3 kilograms, to account for the coarse fraction removed before fine analysis. Samples must be sealed in airtight bags immediately after collection to preserve natural moisture content for companion testing.

Location and service area

We serve projects across Houston and surrounding areas.

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