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newSchoolWorks.com › VoTechWorks › Agriculture, Environment & Public Service › Agriculture / Horticulture / Landscaping › Soils: Properties, Health, and Management for Horticulture and Landscaping › Lesson 2
AGR-HORT49-02 · Lesson 2 · 14 clock hours · lab

Soil Texture, Structure, and Physical Properties

Objective. Students will determine the textural class of three unknown soil samples using the USDA textural triangle and the jar-settling method, and will measure bulk density and infiltration rate in the field.

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Why Physical Soil Properties Matter

Soil is not just dirt. It is a living, structured medium that supplies plants with water, nutrients, air, and anchorage. Before you can manage a lawn, landscape bed, or vegetable garden successfully, you must understand three foundational physical properties: texture, structure, and the measurable values that flow from them — bulk density and infiltration rate. These properties determine whether roots can penetrate, whether water drains or puddles, and whether compaction is limiting plant health.

Soil Texture

Texture describes the relative proportions of three mineral particle-size fractions: sand, silt, and clay. The USDA defines the size boundaries as follows: sand particles range from 0.05 to 2.0 mm in diameter; silt particles from 0.002 to 0.05 mm; and clay particles are smaller than 0.002 mm. These fractions are permanent — you cannot change them in the field. Their proportions determine a soil's textural class, such as sandy loam, clay loam, or silt loam.

The USDA Textural Triangle is the standard tool for naming textural class. You plot the percentage of sand, silt, and clay on the three axes of the triangle, and the intersection of those three lines falls inside a named region. Twelve textural classes exist, ranging from sand to clay. Loam soils, which occupy the middle of the triangle, are often considered ideal for most horticultural uses because they balance water retention, aeration, and workability.

Field-texture tests give a rapid, cost-free estimate. The ribbon-and-feel method uses moistened soil rolled between thumb and fingers: sandy soils feel gritty and will not form a ribbon; silty soils feel smooth and powdery when dry; clay soils are sticky, plastic when wet, and form a long, smooth ribbon. The USDA publishes a field-texture flowchart that guides you through a series of yes/no questions about gritty feel and ribbon length to arrive at a textural class without lab equipment.

For greater precision, use the jar-settling (Bouyoucos) method: combine soil with water and a dispersing agent in a 1-liter jar, shake vigorously, then allow the suspension to settle. Sand settles in about 40 seconds; silt settles in about 30–60 minutes; clay remains in suspension for hours. Measuring sediment layers with a meter stick — or using a soil hydrometer — lets you calculate the percentage of each fraction and plot the values on the textural triangle.

Soil Structure

While texture is fixed, structure describes how individual particles clump together into aggregates called peds. Common structural types include granular (small, rounded aggregates common in topsoil), blocky (six-sided, common in subsoil), platy (horizontal layers that impede drainage), and massive (no visible aggregation, often the result of compaction). Good granular structure improves aeration, drainage, water-holding capacity, and root penetration. Structure can be improved through organic matter addition, reduced tillage, and cover cropping.

Bulk Density

Bulk density is the mass of dry soil per unit volume of soil, including pore space, expressed in grams per cubic centimeter (g/cm³). It is measured using the core method: drive a metal cylinder of known volume into the soil, extract it intact, weigh it, oven-dry it at approximately 105 °C until mass is stable, and weigh it again. The formula is:

> Bulk density (g/cm³) = Dry soil mass (g) ÷ Core volume (cm³)

Typical bulk density values for productive mineral soils range from about 1.0 to 1.6 g/cm³. For turfgrass, bulk density above approximately 1.6 g/cm³ indicates significant compaction and reduced root growth. Vegetable crops often show restricted root penetration at values above about 1.4 g/cm³. Sandy soils naturally have higher bulk density than clay soils because sand packs more tightly and has less total pore space.

Infiltration Rate

Infiltration rate is the speed at which water enters the soil surface, reported in inches per hour (in/hr). It depends heavily on texture, structure, organic matter content, and surface condition. A compacted clay surface may have an infiltration rate near zero; a well-structured sandy loam may absorb several inches per hour.

The double-ring infiltrometer method is the standard field procedure. Two concentric metal rings are driven a short distance into the soil. Both rings are filled with water simultaneously. The outer ring acts as a buffer to force water in the inner ring to move straight down rather than laterally. Water level in the inner ring is recorded at timed intervals using a meter stick. As the soil wets, infiltration rate declines from an initially high value toward a steady-state basic infiltration rate. This steady-state value is what you report.

Safety in This Lab

Key terms10

Soil textureThe relative proportions of sand, silt, and clay particles in a soil, expressed as percentages; a permanent property that cannot be changed in the field.
USDA Textural TriangleA triangular diagram used to determine a soil's textural class by plotting the percentages of sand, silt, and clay on three axes.
Soil structureThe arrangement of primary soil particles into secondary units called peds or aggregates; types include granular, blocky, platy, and massive.
Bulk densityThe dry mass of soil per unit of total volume (including pore space), measured in g/cm³; an indicator of compaction and pore space availability.
Infiltration rateThe rate at which water moves into and through the soil surface, typically reported in inches per hour; reflects texture, structure, and compaction.
Ribbon-and-feel testA field method for estimating soil texture by moistening a sample and rolling it between thumb and fingers to assess grittiness and the length of ribbon that can be formed.
Jar-settling (Bouyoucos) methodA laboratory technique in which soil is dispersed in water and allowed to settle; particle fractions are determined by measuring settled layers over time.
Double-ring infiltrometerA field instrument consisting of two concentric metal rings driven into the soil; water is added to both rings and the rate of water entry in the inner ring is measured to determine infiltration rate.
Core methodA technique for measuring bulk density in which a metal cylinder of known volume is driven into the soil, extracted, and the enclosed soil is oven-dried and weighed.
Basic infiltration rateThe steady, final infiltration rate reached after the soil is thoroughly wetted; the value used to characterize a site's drainage capacity.

Worked examples4

1. A soil core sampler has an internal diameter of 5.0 cm and a length of 10.0 cm. The moist core plus sampler weighs 285.0 g; the empty sampler weighs 140.0 g. After oven-drying, the dry soil plus sampler weighs 267.0 g. Calculate the bulk density.
  1. Calculate core volume: radius = 5.0 ÷ 2 = 2.5 cm; Volume = π × r² × h = 3.1416 × (2.5)² × 10.0 = 3.1416 × 6.25 × 10.0 = 196.35 cm³
  2. Find dry soil mass: Dry soil + sampler = 267.0 g; empty sampler = 140.0 g; Dry soil mass = 267.0 − 140.0 = 127.0 g
  3. Apply the formula: Bulk density = Dry soil mass ÷ Core volume = 127.0 g ÷ 196.35 cm³ = 0.647 g/cm³ — but check the arithmetic: 127 ÷ 196.35 ≈ 0.65 g/cm³
  4. Interpret: 0.65 g/cm³ is very low, suggesting a highly organic or poorly packed sample. Most mineral soils fall between 1.0 and 1.6 g/cm³; this result would prompt a check for high organic matter or an air gap in the core.
Answer: Bulk density ≈ 0.65 g/cm³
2. A 1-liter settling jar contains a soil-water mixture. After the test, you measure: sand layer = 3.8 cm, silt layer = 2.1 cm, clay layer remaining in suspension is calculated by difference. Total solids height = 7.0 cm. What are the approximate percentages of sand, silt, and clay?
  1. Sand % = (sand height ÷ total height) × 100 = (3.8 ÷ 7.0) × 100 = 54.3% ≈ 54%
  2. Silt % = (silt height ÷ total height) × 100 = (2.1 ÷ 7.0) × 100 = 30.0% ≈ 30%
  3. Clay % = 100 − 54 − 30 = 16%
  4. Plot 54% sand, 30% silt, 16% clay on the USDA Textural Triangle. The intersection falls in the Sandy Loam region.
Answer: Sand 54%, Silt 30%, Clay 16% → Textural class: Sandy Loam
3. During a double-ring infiltrometer test, the water level in the inner ring drops from 15.0 cm to 12.5 cm in the first 10 minutes, then from 12.5 cm to 11.8 cm in the next 10 minutes, and from 11.8 cm to 11.1 cm in each subsequent 10-minute interval. What is the steady-state (basic) infiltration rate in inches per hour?
  1. Identify the steady-state interval: the drop is 0.7 cm per 10 min in the last two intervals — infiltration has stabilized at 0.7 cm/10 min.
  2. Convert to cm/hr: 0.7 cm/10 min × 6 = 4.2 cm/hr
  3. Convert cm to inches: 4.2 cm ÷ 2.54 cm/in = 1.65 in/hr
  4. Round to two significant figures: 1.65 in/hr ≈ 1.7 in/hr
Answer: Basic infiltration rate ≈ 1.7 inches per hour
4. A soil sample has 22% clay, 48% silt, and 30% sand. A student plots it on the USDA Textural Triangle. Which textural class should they identify, and how should they check their answer with the ribbon test?
  1. Plot the three values on the triangle axes: find 30% on the sand axis, 48% on the silt axis, 22% on the clay axis; trace the guidelines inward.
  2. The intersection falls in the Silt Loam region of the USDA triangle.
  3. Ribbon-test check: Silt loam feels smooth and slightly plastic when moist. It forms a short, weak ribbon (typically less than 1 inch) that breaks easily and feels floury — consistent with high silt content.
  4. Confirm: both the triangle plot and the ribbon behavior agree on Silt Loam.
Answer: Textural class: Silt Loam; ribbon-test behavior consistent — smooth, floury feel, weak short ribbon.

The math in this lesson2

Learners divide dry soil mass by core volume to find bulk density in g/cm³.
G-MG.2G-GMD.3
Brush up in the math halls at newSchoolWorks.com:
In class: Perform the ribbon-and-feel test on three numbered soil samples following the USDA field-texture flowchart; record results, then confirm with hydrometer or jar-settling data and plot percentages on a textural triangle. · Measure bulk density of a compacted and an uncompacted sample using the core method: weigh cores before and after oven-drying, calculate bulk density in g/cm³, and compare to optimal ranges for turfgrass and vegetable crops. · Conduct a double-ring infiltrometer test on two contrasting outdoor sites (lawn vs. landscape bed); record water level at timed intervals, calculate infiltration rate in inches per hour, and write a one-paragraph interpretation linking texture, structure, and drainage class.
Materials: USDA textural triangle chart, soil samples (sandy loam, clay loam, silt), 1-liter settling jars, dispersing agent, meter sticks, soil core sampler, balance scale, drying oven, double-ring infiltrometers, stopwatch, field notebooks
Check: Correct textural class on at least 2 of 3 samples (within one class of instructor answer); bulk density calculation within 0.05 g/cm³ of instructor calculation; infiltration rate table complete and interpretation paragraph submitted — all three elements required to pass.

Practice check8

Answer each question, then check it. Nothing is recorded; this is your own practice.

Soil science / site analysis (NALP Landscape Industry Certified)
1. A student performs a ribbon-and-feel test on a moist soil sample and finds it is very gritty, barely holds together, and cannot form a ribbon. Which textural class is most consistent with these observations?
Soil science (NALP Landscape Industry Certified)
2. Which of the following statements about soil texture is correct?
Soil measurement / calculation (NALP Landscape Industry Certified)
3. A soil core has an internal volume of 100 cm³. The dry soil mass extracted from the core is 145 g. What is the bulk density?
Soil management / turfgrass (NALP Landscape Industry Certified)
4. A landscape manager measures a bulk density of 1.65 g/cm³ in a turfgrass area. The most appropriate management response is to:
Soil laboratory methods (NALP Landscape Industry Certified)
5. In the jar-settling method, what is the purpose of adding a dispersing agent to the soil-water mixture?
Soil hydrology / site assessment (NALP Landscape Industry Certified)
6. During a double-ring infiltrometer test, why is the outer ring filled with water at the same time as the inner ring?
Soil textural classification (NALP Landscape Industry Certified)
7. A soil sample contains 60% clay, 25% silt, and 15% sand. A student correctly plots these values on the USDA Textural Triangle. Which textural class is the intersection most likely to fall in?
Safety / PPE (State Pesticide Applicator and general safety)
8. Which personal protective equipment (PPE) is most important when mixing a sodium hexametaphosphate dispersing agent solution for the jar-settling test?
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