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Grain Size Analysis (Sieve + Hydrometer) in Missoula, MT

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Missoula's development follows the Clark Fork River and the ancient lakebed of Glacial Lake Missoula. That history left a mess of interbedded silts, clays, and gravels across the valley. We see it in every sample. A project off Broadway might hit clean alluvium, while three blocks south the auger brings up fat clay. Textural variation here is extreme. The grain size analysis is not a routine check—it is the first filter for drainage design, frost depth, and liquefaction screening. We run the full ASTM D6913 sieve stack plus ASTM D7928 hydrometer on every sample from the Bitterroot to Rattlesnake Creek. Combined with an Atterberg limits run, we classify the material under USCS and flag anything that will hold water or lose strength when worked. In Missoula, that flag goes up often.

A 12% fines content in Missoula gravel can reduce permeability by three orders of magnitude—enough to trap water behind a wall and trigger failure.

How we work

The valley floor carries up to 40% fines in some deposits, legacy of glacial silts that settled in the old lake. Clean looking gravels often carry a silt matrix that chokes drainage. We quantify that precisely. The sieve analysis splits material at the No. 200 sieve. The hydrometer extends the curve down to 0.001 mm. We report D10, D30, D60, coefficient of uniformity, and coefficient of curvature. These numbers feed directly into filter design for retaining walls and subdrain specs. For projects requiring deep foundation support, we often run a companion SPT drilling program to correlate N-values with gradation and confirm bearing strata. The hydrometer step adds a day to the lab schedule, but skipping it in Missoula's silty profiles is a mistake—you miss the clay fraction that controls frost heave potential under Missoula's seasonal freeze cycles.
Grain Size Analysis (Sieve + Hydrometer) in Missoula, MT
Technical reference image — Missoula

Local considerations

The classic Missoula mistake is assuming a gravel is free-draining because it looks clean in the bucket. We see it on retrofit jobs all the time: a contractor backfills a wall with pit-run material, skips the gradation test, and two freeze-thaw seasons later the wall is leaning. The 200-wash catches the silt. The hydrometer catches the clay. Without those numbers, you cannot design a filter, size a subdrain, or predict frost heave. Missoula's frost depth reaches 42 inches per IBC Table 301.2. Silty soils in that zone will heave. A gradation curve with a flat slope in the fines range is a red flag. We flag it hard.

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Typical values

ParameterTypical value
Test Standard (Sieve)ASTM D6913
Test Standard (Hydrometer)ASTM D7928
Sample Mass Required500 g (sand) to 5 kg (gravel)
Sieve Range75 mm to No. 200 (0.075 mm)
Hydrometer Range0.075 mm to 0.001 mm
Reported ParametersD10, D30, D60, Cu, Cc, % gravel/sand/silt/clay
Classification SystemUSCS per ASTM D2487

Related services

01

Full Sieve + Hydrometer Package

Combined ASTM D6913 and D7928 on the same sample. Includes wash through No. 200, sieve stack to 0.075 mm, and hydrometer sedimentation to 0.001 mm. Delivered with grain size curve, USCS classification, and table of distribution percentages.

02

Wash-Only Sieve Analysis

ASTM D6913 without hydrometer. Suitable for clean sands and gravels where fines content is expected below 5%. Includes percent passing No. 200 and full coarse fraction distribution. Faster turnaround for aggregate qualification.

Regulatory framework

ASTM D6913 - Particle-Size Distribution of Soils Using Sieve Analysis, ASTM D7928 - Particle-Size Distribution of Fine-Grained Soils Using Hydrometer, ASTM D2487 - Classification of Soils for Engineering Purposes (USCS), IBC Chapter 18 - Soils and Foundations

Questions and answers

What does a grain size analysis cost in Missoula?

A combined sieve and hydrometer analysis per ASTM D6913/D7928 runs between US$100 and US$200 per sample, depending on the number of samples and whether we handle sample preparation. Wash-only sieve analysis falls at the lower end of that range.

How much sample material do you need for a full gradation test?

For material with gravel up to 19 mm, we need roughly 500 grams. For material with cobbles up to 75 mm, the standard requires 5 kilograms or more. We provide sampling containers and guidance before fieldwork starts.

Why is the hydrometer step necessary if I only care about the sand and gravel fractions?

Because Missoula's glacial deposits often carry a silt and clay fraction that the No. 200 sieve alone cannot characterize. The hydrometer quantifies clay content, which controls frost susceptibility, consolidation settlement, and drainage behavior. A wash-only test misses that entirely.

Can you classify the soil from the gradation curve alone?

For coarse-grained soils where fines are less than 12%, yes—we classify by ASTM D2487 from the sieve data. For soils with more than 12% fines, we need Atterberg limits in addition to the gradation curve to assign a proper USCS group symbol.

Location and service area

We serve projects in Missoula and surrounding areas.

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