Grain Size Analysis (Sieve + Hydrometer) for St. Paul Construction Projects

A contractor on a mixed-use development near University Avenue hit a layer of varved clay that looked like silt in the field, but the hydrometer told a different story. The grain size analysis from our lab showed over 60% clay fraction, and that completely changed the excavation support requirements. In St. Paul, where glacial deposits and Mississippi River alluvium create wildly variable particle-size distributions, relying on visual classification alone is a gamble. A proper sieve and hydrometer test, run in accordance with ASTM D6913 and D7928, gives you the quantitative data needed for a defensible USCS classification. We see this pattern across Ramsey County: what looks like sandy lean clay often has enough fines to dictate a different bearing strategy. The lab setup includes calibrated sieves from 3 inches down to No. 200, plus a sedimentation cylinder for the minus-200 material.

A 3% difference in clay content measured by hydrometer can move a soil from CL to CH, altering lateral earth pressures by over 20% in St. Paul's glaciolacustrine deposits.

Service characteristics in St. Paul

One mistake we see repeatedly on St. Paul infill projects is accepting a gradation curve from a lab that only ran a sieve analysis and skipped the hydrometer on a sample with 15% passing the No. 200. That missing 15% can shift the soil classification from SM to SC, which in turn changes the seismic site class under IBC Table 1613.5.5. To avoid that, our grain size protocol combines mechanical shaking through a full sieve stack with a hydrometer analysis using ASTM 152H calibrated floats and sodium hexametaphosphate dispersion. The combined curve runs from coarse gravel down to colloidal clay, typically covering 0.001 mm to 75 mm. For projects involving compacted structural fill, we also recommend pairing the gradation data with a Sand Cone Density test so you can verify field compaction against lab optimums, and for sites near the river bluffs, many engineers request an Atterberg Limits panel on the same sample to nail down the Casagrande plasticity chart placement.
Grain Size Analysis (Sieve + Hydrometer) for St. Paul Construction Projects
Grain Size Analysis (Sieve + Hydrometer) for St. Paul Construction Projects
ParameterTypical value
Maximum particle size analyzed75 mm (3 in)
Minimum particle size (hydrometer)0.001 mm (colloidal clay)
Sieve stack range3 in, 2 in, 1½ in, 1 in, ¾ in, ½ in, ⅜ in, No. 4, No. 10, No. 20, No. 40, No. 60, No. 100, No. 200
Hydrometer typeASTM 152H
Dispersing agentSodium hexametaphosphate (NaPO₃)₆
Sample mass (dry)200 g to 5 kg depending on max particle size
Applicable USCS standardASTM D2487-17e1
Sedimentation cylinder volume1000 mL

Risks and considerations in St. Paul

The soil profile changes dramatically within a half-mile radius in St. Paul. Around the Cathedral Hill area, you find sandy loams over weathered sandstone where a sieve-only analysis might suffice for a shallow footing. Drive east toward the Phalen Creek corridor and you hit up to 30 feet of compressible floodplain silts where the hydrometer becomes non-negotiable. Overlooking the minus-200 fraction in those low-lying areas leads to underestimated settlement and, worse, mischaracterized liquefaction susceptibility. The correlation between fine content and cyclic resistance ratio is well documented in Seed & Idriss's work, and without a hydrometer you are guessing on a parameter that drives significant foundation cost. For deep excavations near the Mississippi, a grain size curve that misses the clay fraction can also produce an unconservative permeability estimate, directly affecting dewatering system design.

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Applicable standards: ASTM D6913/D6913M-17: Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis, ASTM D7928-17: Standard Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis, ASTM D2487-17e1: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), ASCE 7-22: Minimum Design Loads and Associated Criteria for Buildings and Other Structures, IBC 2024: International Building Code, Chapter 18 Soils and Foundations

Our services

When a single grain size curve is not enough to characterize the site, we integrate the following complementary testing services to build a complete geomechanical profile for St. Paul projects.

Atterberg Limits & Plasticity Chart

Liquid limit, plastic limit, and plasticity index on the same sample used for grain size, following ASTM D4318. Essential for classifying fine-grained soils in the USCS and predicting compressibility and shrink-swell potential in St. Paul's clay-rich tills.

Hydrometer-Only Analysis for Fines Verification

When a previous lab report only ran a sieve, we can perform a standalone hydrometer on the minus-No.200 fraction per ASTM D7928 to correct the gradation curve and verify the fines content. Common for value-engineering reviews on St. Paul municipal projects.

Common questions

What does a grain size analysis with sieve and hydrometer cost in St. Paul?

For a combined sieve and hydrometer test on one sample in the St. Paul area, the cost typically ranges from US$90 to US$160 depending on whether the sample requires washing, the number of sieves in the stack, and the turnaround time. Projects needing multiple samples or expedited results may fall toward the upper end of that range.

How long does it take to get results from a combined sieve and hydrometer test?

Standard turnaround is 3 to 5 business days from sample receipt. The hydrometer portion requires a 24-hour sedimentation period plus temperature-controlled readings at precise time intervals, so rushing the test compromises accuracy. Expedited 48-hour service is available for St. Paul projects with critical path deadlines.

Do you need both a sieve and a hydrometer test on every sample?

Not necessarily. If visual classification and wash-through indicate less than 5% passing the No. 200 sieve, a sieve-only analysis per ASTM D6913 is usually sufficient. However, for any St. Paul sample with more than 10% fines, the hydrometer becomes essential to correctly classify the soil and determine engineering parameters like permeability and frost susceptibility. More info.

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