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Grain Size Analysis (Sieve + Hydrometer) in New York City

Geotechnical engineering with regional judgment.

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The NYC Building Code and ASCE 7 reference ASTM D2487 for classifying soils, and a complete grain size analysis is the foundational step in that process. Across New York City's five boroughs, subsurface conditions vary dramatically—from glacial till in Staten Island to the deep sand layers beneath Lower Manhattan's skyscrapers. The hydrometer test is equally critical for characterizing the silts and clays that dominate the harbor estuaries, where construction often contends with soft, compressible ground. When the USCS classification demands a full curve, the combination of mechanical sieving and hydrometer sedimentation, per ASTM D422, becomes non-negotiable. This data feeds directly into permeability estimates, frost heave susceptibility, and filter design for drainage systems in projects from the Hudson Yards to the Gowanus Canal. For jobs where visual classification isn't enough, the laboratory’s particle-size distribution reports provide the quantitative evidence required by DOB reviewers and geotechnical engineers. Complementing this with an Atterberg limits test adds the plasticity index needed for a complete USCS designation, a pairing frequently requested for foundation reports in New York City's complex regulatory environment.

A single grain size curve in New York City reveals more about the glacial and estuarine history of the site than a dozen borehole logs without it.

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In New York City, we frequently observe that contractors underestimate the fines content in what appears to be clean sand from glacial outwash deposits. A simple sieve test might suggest a well-graded material, but the hydrometer analysis often reveals 12-15% silt, drastically changing the soil’s behavior under saturated conditions. The procedure involves splitting the sample into coarse and fine fractions, with mechanical sieves covering openings from 75 mm down to 75 µm, and the hydrometer analyzing particles as fine as 0.001 mm using Stokes' Law. The lab’s technicians calibrate for the city’s variable water chemistry, ensuring accurate dispersion of the colloidal fraction.

This dual-method approach is essential for designing dewatering systems in Manhattan basements, where a precise D10 and D60 from the gradation curve directly influence well screen slot sizing. The resulting coefficient of uniformity (Cu) and coefficient of curvature (Cc) become the quantitative backbone for assessing liquefaction potential in accordance with Seed & Idriss methodologies, a concern mapped across the city's seismic zone. When site conditions require dynamic compaction, the vibrocompaction design parameters rely heavily on an accurate grain size envelope to predict densification effectiveness.
Grain Size Analysis (Sieve + Hydrometer) in New York City
Technical reference — New York

Local considerations

The U.S. Geological Survey maps show that much of New York City’s shoreline is built on artificial fill and compressible varved clays deposited in proglacial lakes. Basing a foundation design solely on a presumed soil type, without a hydrometer analysis, has led to differential settlement in structures across the Brooklyn-Queens border where lacustrine silts lie hidden beneath a sandier crust. The city’s seismic site class, defined by ASCE 7-16 Chapter 20, can shift from Class D to Class E if the plasticity index and fines content place the profile into a softer category—a shift that doubles the seismic design base shear for the building. Furthermore, the frost penetration depth in NYC (approximately 48 inches) requires that backfill materials meet strict gradation limits to prevent ice lens formation beneath pavements and shallow footings. Failing to verify the grain size distribution risks non-compliance with IBC Section 1805 and costly post-construction litigation.

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Regulatory framework

ASTM D422 - Standard Test Method for Particle-Size Analysis of Soils, ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes (USCS), ASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates, AASHTO T 88 - Particle Size Analysis of Soils, ASTM D7928 - Standard Test Method for Particle-Size Distribution of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis

Reference parameters

ParameterTypical value
Test Standard (Sieve)ASTM C136 / AASHTO T 27
Test Standard (Hydrometer)ASTM D422 / AASHTO T 88
Particle Range Analyzed75 mm to 0.001 mm
Sieve MethodMechanical shaking, 8-inch and 12-inch sieves
Hydrometer Type152H, calibrated for NYC water
Sample Mass Required500 g (sands) to 150 g (silts/clays)
Dispersion MethodSodium hexametaphosphate solution
Reported CoefficientsD10, D30, D60, Cu, Cc

Common questions

What is the typical turnaround time for a grain size analysis in New York City projects?

Standard turnaround for a combined sieve and hydrometer analysis is 5-7 business days from sample receipt. Expedited 3-day processing is available for fast-track projects like emergency underpinning or sudden change orders on NYC construction sites. The hydrometer portion requires a minimum 24-hour sedimentation period per ASTM D7928, which sets the physical limit on speed.

How does grain size analysis inform soil classification for a New York City building permit?

The NYC Department of Buildings accepts geotechnical reports that classify soils per ASTM D2487 (Unified Soil Classification System). A grain size analysis provides the percent gravel, sand, and fines required for the two-letter USCS symbol. When combined with Atterberg limits for the fine fraction, the report definitively distinguishes between silts (ML) and clays (CL), a distinction that directly impacts allowable bearing pressures in the city’s building code.

What sample size do you need for a complete sieve and hydrometer test?

For granular soils like the sands of Long Island City, approximately 500 grams of material passing the No. 4 sieve is ideal. For fine-grained samples from the Hudson River silts or the Bronx’s Pelham Bay clays, 150 to 200 grams is sufficient. The lab requires a representative bulk sample in a sealed, labeled bag, delivered to our Queens processing facility.

What is the cost range for grain size analysis in New York?

The cost for a combined sieve and hydrometer analysis typically falls between US$100 and US$220 per sample, depending on whether it’s a standard sand or a fine-grained soil requiring extended sedimentation. Volume discounts apply for projects submitting more than 10 samples, which is common during large-scale foundation investigations in Hudson Yards or Downtown Brooklyn.

Why is the hydrometer test necessary if we already run a sieve analysis?

The sieve analysis stops at the No. 200 sieve (75 µm), leaving the silt and clay fraction uncharacterized. In New York City’s glacial and marine deposits, the fines content controls drainage, compressibility, and frost susceptibility. The hydrometer test, measuring particle sizes down to 0.001 mm, is essential for calculating the activity of the clay fraction and for reliable liquefaction screening under the city’s seismic design requirements.

Location and service area

We serve projects in New York and surrounding areas. More info.

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