Cincinnati Us
Cincinnati, USA

Soil Classification (USCS/AASHTO) in Cincinnati

ASTM D2487 and AASHTO M 145 define the standard methods for soil classification in Cincinnati, where the Ohio River valley deposits and glacial till create a complex subsurface profile. We apply the Unified Soil Classification System (USCS) to group soils by grain size and plasticity, then cross-reference with AASHTO for pavement subgrade evaluation. This dual approach is critical for projects along the Mill Creek Valley or on the till plain east of downtown. Before classifying, we typically run a georradar-gpr survey to map subsurface anomalies, and then combine visual-manual procedures per ASTM D2488 with laboratory sieve and Atterberg limits. The classification directly informs bearing capacity estimates and compaction specifications.

Illustrative image of Soil classification (USCS/AASHTO) in Cincinnati
A single Cincinnati site can shift from lean clay CL to poorly graded sand SP within 15 feet — classification must be continuous, not spot-checked.

Technical details of the service in Cincinnati

Cincinnati grew over the last two centuries on a landscape shaped by glaciation and river erosion. The city sits on the Kope and Grant Lake formations — shales and limestones overlain by Wisconsinan till and outwash. That variability means a single site can change from lean clay (CL) to poorly graded sand (SP) within 15 feet. Our classification workflow starts with the field test pit or split-spoon sample, logs the material per ASTM D2488, then runs in-house sieves (ASTM D6913) and Atterberg limits (ASTM D4318). For highway projects tied to ODOT specifications, we also complete the AASHTO classification to rate the subgrade as A-4 or A-6. When the soil shows unusual plasticity, we add a compresion-simple test to verify undrained strength, and for fill evaluation we run compactacion-dinamica trials to confirm the target density.
Soil Classification (USCS/AASHTO) in Cincinnati
ParameterTypical value
USCS SymbolCL, CH, ML, SP, SM, GW-GC
AASHTO GroupA-4, A-6, A-7-5, A-2-4
Particle size range0.075 mm (No. 200 sieve) to 75 mm
Plasticity Index (PI)0 to 40+ (per ASTM D4318)
Liquid Limit (LL)15 to 80+ (per ASTM D4318)
Water content (in-situ)8% to 35% typical for Cincinnati till

Critical ground factors in Cincinnati

The risk of misclassification in Cincinnati is real. Glacial till behaves like a well-graded material in grain size but can act like a cohesive soil under load. If you classify it solely by the AASHTO rating as A-1-b, you might underestimate its plasticity and later deal with pavement heave. Our team uses a four-person split-spoon crew with a safety-trained driller and a dedicated logger. We run the classification in parallel — USCS for foundation design and AASHTO for pavement layers — and flag any borderline groups before the report goes out. The laboratory at our facility holds ISO 17025 accreditation, so every sieve and Atterberg result is traceable.

This service complements our laboratory testing work for a complete project analysis.

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Email: contact@geotechnicalengineering.biz
Applicable standards: ASTM D2487-17 (Standard Practice for Classification of Soils for Engineering Purposes - USCS), AASHTO M 145-91 (Standard Specification for Classification of Soils - AASHTO System), ASTM D4318-17 (Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils), ASTM D6913-17 (Standard Test Methods for Particle-Size Distribution of Soils Using Sieve Analysis)

Our services


We offer three core soil classification services tailored to Cincinnati projects, from small residential lots to large highway corridors.

USCS Classification (ASTM D2487)

Full USCS classification including visual-manual logging per ASTM D2488, sieve analysis, and Atterberg limits. We assign group symbol (e.g., CL, SM, GW) and group name for foundation design.

AASHTO Soil Classification (M 145)

Subgrade rating for pavement design per ODOT and AASHTO standards. We calculate group index (GI) and classify soil as A-1 through A-7, with specific subgroup (e.g., A-6, A-7-5).

Combined USCS + AASHTO Report

Dual classification report that cross-references USCS and AASHTO results. Includes grain-size curves, plasticity chart, and compaction recommendations. Ideal for sites with mixed glacial till and alluvium.

Quick answers

What is the difference between USCS and AASHTO classification?

USCS (ASTM D2487) groups soils by grain size and plasticity for general geotechnical design, while AASHTO (M 145) rates subgrade quality for pavement layers — group index (GI) predicts performance under traffic. Both are required on ODOT projects.

How much does soil classification cost in Cincinnati?

A typical USCS plus AASHTO classification runs between US$60 and US$110 per sample, depending on the number of sieve fractions needed and whether Atterberg limits are included. Volume pricing is available for multi-borehole projects.

What soil types dominate Cincinnati?

Glacial till (CL, SM, GW-GC) covers most of the till plain east of the Mill Creek Valley, with alluvial silts and sands along the Ohio River. Shale bedrock appears at depths of 30 to 80 feet depending on the neighborhood.

Do you accept soil samples sent from the field?

Yes. We accept disturbed bag samples and undisturbed tube samples. The lab requires a minimum of 2 kg for sieve analysis and a representative portion for Atterberg limits. We log them under your project number and return results within 5 business days.

Coverage in Cincinnati