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Grain Size Analysis (Sieve + Hydrometer) for Memphis Construction Projects

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Memphis sits atop a deep blanket of Mississippi River alluvium and loess deposits that can confound even the most experienced site superintendent. The city’s subsurface shifts from sandy channel fills near Wolf River Harbor to fat clay terraces in East Memphis within a single mile, and this variability demands precise particle-size data before any foundation decision is locked in. Our grain size analysis pairs mechanical sieve separation for the coarse fraction with a hydrometer sedimentation series for fines passing the No. 200 sieve, producing a continuous gradation curve that feeds directly into USCS classification and permeability estimates. For deeper borings in the Jackson Formation clays that underlie the alluvium, we often calibrate the hydrometer data against Atterberg limits to confirm plasticity correlations, and when the project involves bridge piers or floodwall footings we recommend supplementing the analysis with in-situ permeability testing to validate drainage assumptions under seasonal high-water conditions.

A complete grain-size curve from 75 mm cobbles down to 1 µm colloids is the single most cost-effective data point for predicting drainage, compaction, and frost susceptibility in Memphis’s layered alluvium.

Our service areas

Methodology and scope

The contrast between downtown Memphis’s Point Bar deposits and the loess-mantled uplands east of Highland Street illustrates why a single gradation envelope cannot serve the whole metro area. In the Medical District, borings frequently encounter poorly graded sands with silt lenses that demand careful interpretation of the D10–D60 range for filter compatibility, while a site near Shelby Farms may reveal a lean clay with 85 % passing the No. 200 sieve where hydrometer readings become the controlling data set. We run each sample through ASTM D6913 dry-sieving followed by ASTM D7928 hydrometer analysis on the minus-75 µm fraction, using sodium hexametaphosphate dispersion and staggered readings at 2, 5, 15, 30, 60, 250, and 1440 minutes. The resulting coefficients of uniformity and curvature tell the story of how Memphis’s alluvial soils will behave under loading, and they feed directly into settlement calculations, liquefaction screening, and pavement subgrade ratings that the city’s building department expects to see stamped on a geotechnical report.
Grain Size Analysis (Sieve + Hydrometer) for Memphis Construction Projects
Technical reference — Memphis

Local considerations

We reviewed a warehouse excavation near President’s Island where the contractor assumed clean sand based on a visual log, but hydrometer results showed 18 % clay-size particles that cut the permeability by two orders of magnitude. The dewatering system had to be redesigned after the footings were already poured, adding six weeks to the schedule. In Memphis’s alluvial setting, skipping the hydrometer portion of a grain size analysis means you are guessing on the fines content, and that guess can cascade into undersized drainage, unstable trench backfill, or a pavement section that pumps fines into the aggregate base within the first freeze-thaw cycle. The combination of sieve and hydrometer data also anchors the liquefaction susceptibility screening required under ASCE 7-22 for sites in Seismic Design Category D, which covers most of Shelby County west of the Germantown Collierville line.

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Explanatory video

Applicable standards

ASTM D6913-17 Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis, ASTM D7928-21 Standard Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis, ASTM D2487-17 Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), AASHTO T 88-22 Particle Size Analysis of Soils

Technical parameters

ParameterTypical value
Coarse fraction methodASTM D6913 mechanical sieving (3 in. to No. 200)
Fine fraction methodASTM D7928 hydrometer (sedimentation, 152H hydrometer)
Dispersing agentSodium hexametaphosphate (40 g/L solution)
Hydrometer readings2, 5, 15, 30, 60, 250, 1440 min; temperature-corrected
Gradation coefficients reportedD10, D30, D60, Cu, Cc, % gravel/sand/silt/clay
Minimum sample mass500 g for soils with max particle < No. 4; 5 kg for gravelly soils
Reported soil classificationUSCS per ASTM D2487, AASHTO M145 when requested

Frequently asked questions

What does a combined sieve and hydrometer analysis cost for a Memphis project?

For a single sample tested with the full ASTM D6913 sieve suite plus ASTM D7928 hydrometer sedimentation, our fee runs between US$110 and US$190 depending on whether the soil requires extended dispersion or additional wet-sieving before the hydrometer series. Rush turnaround within 48 hours is available at a modest surcharge.

How long does it take to get the gradation curve after you receive a sample?

Standard turnaround is four to five business days. The hydrometer portion alone requires a full 24-hour sedimentation period with readings at prescribed intervals; once the final reading is recorded, data reduction, temperature correction, and curve plotting are completed within one working day.

Does the hydrometer analysis satisfy the City of Memphis building permit requirements for foundation reports?

Yes. The city’s geotechnical submittal checklist references ASTM D2487 classification, which requires hydrometer data whenever the fines fraction exceeds 12 % by weight. Our reports deliver the full USCS group symbol and name along with the supporting gradation table and plot, meeting the Shelby County plan-review standard without additional justification.

Location and service area

We serve projects across Memphis and its metropolitan area.

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