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newSchoolWorks.com › VoTechWorks › Building & Construction › Masonry › Footings: Layout, Excavation, and Masonry Foundation Construction › Lesson 2
BLD-MASO04-06 · Lesson 2 · 10 clock hours · theory

Soil Bearing, Frost Depth, and Site Preparation

Objective. Students will classify a given soil sample using visual-manual methods, describe how bearing capacity and local frost penetration depth affect minimum footing dimensions, and list site-preparation steps required before excavation begins.

⚠ Pending professional review

This lesson, its worked examples and its practice questions has not yet been verified by a licensed professional engineer or master tradesperson or by a certification or approval body. It is a study draft and may contain errors. Do not use it as instructions for work on a job site or on live equipment. Always follow your instructor, your supervising professional, and current official references and regulations.

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Why Soil and Frost Depth Matter to a Mason

Every masonry wall, column, and chimney rests on a footing. The footing spreads the building's weight across enough soil to prevent settlement, cracking, or collapse. Two site conditions control how big and how deep that footing must be: the bearing capacity of the soil underneath it, and the frost penetration depth for the local climate. Before a single block is laid, you must understand both.

Soil Bearing Capacity

Bearing capacity is the maximum load per unit area that a soil can support without shearing or settling excessively. It is typically expressed in pounds per square foot (psf) or tons per square foot (tsf). Different soils have very different capacities:

In the field, masons and contractors use visual-manual classification as a first-pass check. ASTM has established procedures for this. The key field tests are:

1. Rolling test — Roll a moist sample between your palms into a thread about 3 mm (⅛ inch) thick. Clayey soils roll easily into a long, smooth thread without crumbling; sandy soils crumble before reaching that diameter.

2. Ribboning test — Squeeze a moist pat between thumb and forefinger to form a ribbon. Clay forms a long, smooth ribbon; silt forms a short or rough ribbon; sand barely ribbons at all.

3. Settling test (jar shake test) — Place a small sample in water in a clear jar, shake, and let it settle. Sand settles quickly (seconds to minutes); silt settles more slowly; clay may stay suspended for hours and leave a cloudy water layer.

Record your results on a field card. Visual-manual classification gives you a soil name and a rough estimate of quality. For engineered structures, a licensed geotechnical engineer performs laboratory testing and issues a report with confirmed bearing values. Always defer to that report when one exists.

Frost Depth and Why It Controls Footing Depth

Water expands about nine percent in volume when it freezes. Soil that holds moisture will heave upward when ground temperatures drop below 32 °F. If a footing sits above the frost line, the freezing soil beneath it can lift the footing and the wall above it — causing cracking, tilting, and structural damage.

The solution is straightforward: the bottom of the footing must be placed below the local frost penetration depth, sometimes called the frost depth or frost line. This ensures the soil under the footing stays above freezing year-round.

Frost depth is not uniform across the United States:

Local building departments publish frost depth tables and maps for their jurisdiction. Always check the local adopted building code and the jurisdiction's frost depth table before sizing footings. Your footing depth must satisfy the greater of (a) the local frost depth requirement, or (b) any minimum depth stated in the code for the soil conditions present.

Reading Frost-Depth Maps and Jurisdiction Tables

Frost-depth maps show contour lines (isotherms) across regions. To use one:

1. Locate the project site on the map.

2. Read the frost-depth value for that location.

3. Cross-check with the local jurisdiction's adopted table — local codes may require a greater depth than the regional map suggests.

4. Use the larger of the two values as your minimum.

Site Preparation Before Excavation

Preparing the site before any digging begins is both a legal requirement and a safety obligation. Follow this sequence:

1. Call 811 (or your state one-call center). Federal and state laws require you to notify underground utility operators before excavating. A locator will mark gas, electric, water, sewer, and telecommunications lines. Never skip this step — striking a buried utility line can cause electrocution, explosion, or flooding, and it is illegal to dig without notification in every state.

2. Review utility locate marks. Understand the color-coding system (e.g., red = electric, yellow = gas, blue = water, orange = communications). Maintain safe clearance from marked lines and hand-dig near them.

3. Assess and correct grade. A sloped site may require cut-and-fill grading to establish a stable, level working area. Excessive slope increases erosion risk and can cause trench walls to fail.

4. Install erosion and sediment controls. Silt fencing, straw wattles, or other controls must be in place before soil is disturbed. Many local and state stormwater regulations require this.

5. Identify and protect trees and existing structures. Root zones and adjacent foundations can be damaged by improper excavation.

6. Establish the building layout lines (batter boards and string lines) to mark the exact footing locations before excavation begins.

Safety Points

Understanding soil behavior, frost depth, and proper site preparation protects lives, keeps the project legal, and gives every masonry footing the solid base it needs.

Key terms8

Bearing capacityThe maximum load per unit area (expressed in psf or tsf) that a soil can safely support without excessive settlement or shear failure.
Frost depth (frost line)The maximum depth to which ground water is expected to freeze in a given location; footings must extend below this depth to avoid frost heave.
Frost heaveThe upward movement of soil caused by the expansion of freezing water; can lift and crack footings and walls placed above the frost line.
Visual-manual classificationAn ASTM field procedure using rolling, ribboning, and settling tests to identify soil type and estimate bearing quality without laboratory equipment.
One-call system (811)The national utility notification system that coordinates underground utility locating; contractors are legally required to call before excavating.
Erosion and sediment controlTemporary measures such as silt fencing or straw wattles installed before soil disturbance to prevent sediment runoff to adjacent areas and waterways.
Batter boardsHorizontal boards set on stakes outside the building corners, used to support string lines that mark the exact location and elevation of footings during layout.
ConsolidationThe slow, long-term compression of fine-grained soil (especially clay) under sustained load, which can cause gradual and uneven settlement of a structure.

Worked examples4

1. A project is located in a jurisdiction that lists the local frost depth as 36 inches. The adopted building code also states a minimum footing depth of 12 inches below undisturbed grade regardless of frost. The structural engineer specifies a footing 10 inches thick. What is the minimum depth from finished grade to the bottom of the footing?
  1. Step 1 — Identify the governing depth requirement. The frost depth is 36 inches; the code minimum is 12 inches. The greater value controls: 36 inches.
  2. Step 2 — The 36-inch frost depth measures to the bottom of the footing (the footing must be entirely below the frost line). So the bottom of the footing must be at least 36 inches below finished grade.
  3. Step 3 — The footing thickness (10 inches) determines how far below the frost line the excavation goes, but it does not change the minimum depth of the footing bottom. The bottom of the footing must be no shallower than 36 inches below finished grade.
Answer: The bottom of the footing must be placed at least 36 inches below finished grade.
2. A mason is sizing a continuous wall footing. The design load transferred to the soil is 24,000 lb per linear foot of wall. The geotechnical report states allowable bearing capacity of 2,000 psf. What minimum footing width (in inches) is required per linear foot of wall?
  1. Step 1 — Write the bearing capacity relationship: Required area = Load ÷ Allowable bearing capacity.
  2. Step 2 — For a 1-linear-foot (12-inch) length of continuous footing, required area = 24,000 lb ÷ 2,000 psf = 12 square feet per linear foot.
  3. Step 3 — Area per linear foot = Width (ft) × 1 ft (length), so Width = 12 sq ft ÷ 1 ft = 12 ft. That result seems very large; re-check units. The load of 24,000 lb per linear foot means for every 1-foot length, 24,000 lb acts. Required area per 1-ft length = 24,000 ÷ 2,000 = 12 sq ft. Width = 12 sq ft ÷ 1 ft = 12 ft. This is a very large footing, indicating the soil is weak or the load is very high — both conditions would normally require a geotechnical solution (wider footing, soil improvement, or pile system).
  4. Step 4 — Convert to inches: 12 ft × 12 in/ft = 144 inches minimum footing width.
Answer: Minimum footing width is 144 inches (12 feet) per linear foot of wall — illustrating why soft soils with low bearing capacity often require special foundation solutions.
3. A student performs a rolling test on a field sample. The sample rolls easily into a smooth, unbroken thread about 3 mm in diameter before crumbling. A ribboning test produces a long, smooth ribbon. The settling test shows the sample stays cloudy in water after 30 minutes. What soil type is most likely indicated, and is bearing capacity generally high or low in wet conditions?
  1. Step 1 — Evaluate the rolling test: forms a smooth 3 mm thread without crumbling → indicates significant clay content.
  2. Step 2 — Evaluate the ribboning test: long, smooth ribbon → confirms clay-dominant soil.
  3. Step 3 — Evaluate the settling test: stays cloudy after 30 minutes → fine particles (clay-sized) suspended in water, consistent with clay.
  4. Step 4 — Conclude soil type: the sample is most likely a clay or clayey soil.
  5. Step 5 — Assess bearing quality: Clay soils, especially when wet or soft, have relatively low and variable bearing capacity and are prone to consolidation under sustained load. Bearing quality is generally lower in wet conditions compared to coarse-grained soils.
Answer: The sample is most likely clay. In wet conditions, clay generally has low bearing capacity and is susceptible to long-term consolidation.
4. Two sites are compared. Site A is in a warm coastal region with a jurisdiction frost depth of 6 inches. Site B is in a northern state with a jurisdiction frost depth of 48 inches. Both sites have the same code minimum footing depth of 12 inches below grade. What is the minimum footing bottom depth for each site?
  1. Step 1 — Site A: Compare frost depth (6 in) with code minimum (12 in). The larger value governs. 12 > 6, so minimum depth = 12 inches.
  2. Step 2 — Site B: Compare frost depth (48 in) with code minimum (12 in). 48 > 12, so minimum depth = 48 inches.
  3. Step 3 — State the results clearly for each site.
Answer: Site A minimum footing bottom depth: 12 inches below grade. Site B minimum footing bottom depth: 48 inches below grade.

The math in this lesson2

Learners size footing width by dividing 24,000 lb per foot by allowable soil bearing and compare frost depths.
N-Q.1A-CED.4
Brush up in the math halls at newSchoolWorks.com:
In class: Hands-on soil sample stations: each student works through three labeled samples (clay, sandy loam, coarse gravel) using the ASTM visual-manual field procedure — rolling, ribboning, and settling tests — then records classification and estimated bearing quality on a field card. · Instructor presents frost-depth maps and local jurisdiction tables; students calculate the minimum required footing depth for two hypothetical sites (one warm climate, one cold) using provided data, then compare results with a partner. · Scenario discussion: given a site sketch showing a sloped grade with a buried utility line, student teams identify required utility locates, grading work, and erosion controls before excavation, presenting their sequence to the class for instructor feedback.
Materials: Labeled soil sample bags (clay, sandy loam, coarse gravel); ASTM visual-manual classification reference card; local and regional frost-depth data printouts; site sketch handouts; NCCER textbook Chapter on Foundations; safety data on utility strikes
Check: Field classification card and depth calculation worksheet reviewed by instructor; student must correctly classify all three soil samples and produce footing depth calculations within 10% of answer-key values to pass.

Practice check8

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

NCCER Masonry — Foundations
1. A mason performs the ribboning test on a moist soil sample and the sample forms only a very short, rough ribbon before breaking. Which classification does this result most strongly suggest?
NCCER Masonry — Foundations
2. What is the primary reason a footing must be placed below the local frost depth?
OSHA 10 — Construction Safety
3. Before excavating for footings on a commercial site, the FIRST required action related to underground hazards is:
NCCER Masonry — Foundations
4. A local jurisdiction lists its frost depth as 42 inches and its code minimum footing depth as 18 inches below undisturbed grade. What minimum depth governs for the bottom of the footing?
NCCER Masonry — Foundations
5. In the settling (jar shake) test, a soil sample remains cloudy in water for more than 20 minutes after shaking. This behavior indicates the sample is most likely:
OSHA 10 — Construction Safety
6. An excavation on a construction site reaches a depth of 6 feet in sandy soil. Under OSHA standards, this situation requires:
NCCER Masonry — Foundations
7. Which soil type generally has the LOWEST allowable bearing capacity under wet conditions and is most prone to long-term consolidation?
OSHA 10 — Construction Safety
8. A site sketch shows a slope running toward the street and a buried gas line marked in yellow running across the excavation area. Which sequence of pre-excavation steps is correct?
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