BLD-MASO04-02 · Lesson 1 · 10 clock hours · theory
Brick Classification, Properties, and Selection
Objective. Given a set of brick samples and a specification sheet, the learner will correctly classify each brick by ASTM type and grade and justify the selection for a described application.
⚠ 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.
VoTechWorks program approval and accreditation are still in progress. Credentials are issued only by the certifying bodies named in each program, after their own exams.
Why Brick Classification Matters
Choosing the wrong brick for a job is not just a quality issue — it is a structural and safety issue. A brick that cannot handle freeze-thaw cycling will spall, weaken the wall, and create falling hazards. Understanding how bricks are classified under ASTM standards, and how to read those classifications against a project specification, is a core competency for every mason.
ASTM Standards That Govern Brick
Two ASTM standards cover most of the brick you will work with on residential and commercial projects.
ASTM C62 — Building Brick applies to solid masonry units used where appearance is not the primary concern: backup wythe, structural cores, retaining walls, and similar applications. C62 establishes three grades based on resistance to weathering:
- SW (Severe Weathering): Highest durability. Use where brick will be exposed to freezing temperatures while wet — below grade, at grade, or in regions with frequent freeze-thaw cycles.
- MW (Moderate Weathering): Intermediate durability. Suitable for above-grade exterior use in climates where freezing is infrequent or the brick is unlikely to be saturated.
- NW (Negligible Weathering): Lowest durability. Intended for interior use only, where the brick will not be exposed to weather.
ASTM C216 — Facing Brick covers brick selected primarily for its appearance in exposed wall surfaces. C216 shares the SW/MW weathering grades but adds a dimension tolerance classification:
- FBS (Face Brick Standard): The most common facing brick. Moderate variation in size and surface texture is acceptable.
- FBX (Face Brick Extra): Tighter dimensional tolerances and smoother appearance. Specified when close-tolerance coursing or a refined look is required.
- FBA (Face Brick Architectural): Intentional non-uniformity in size, texture, and color for a rustic or artistic effect. Specifications call for samples to be approved before delivery.
ASTM C902 — Pedestrian and Light Traffic Paving Brick covers brick intended for flatwork such as walkways, patios, and courtyards. Grades are designated by application (e.g., Class SX for severe exposure, Class MX for moderate exposure) rather than the SW/MW/NW system. Always check the current ASTM standard for the specific grade designations when specifying paving brick.
Physical Properties That Drive Selection
Beyond grade, several physical properties influence brick selection:
- Compressive Strength: Measured in psi, it tells you how much load the unit can carry. SW-grade building brick must meet the minimum compressive strength set out in ASTM C62.
- Water Absorption: Expressed as a percentage of dry weight. Lower absorption generally means higher durability in freeze-thaw conditions. ASTM C62 and C216 set maximum absorption limits by grade.
- Saturation Coefficient (C/B ratio): The ratio of 24-hour cold-water absorption to 5-hour boiling absorption. A lower ratio indicates the unit has more unfilled pore space to accommodate ice expansion, making it more freeze-thaw resistant. SW brick has a lower allowable saturation coefficient than MW brick.
- Dimensions: Standard modular brick is nominally 4 × 2-2/3 × 8 inches, with actual dimensions of 3-5/8 × 2-1/4 × 7-5/8 inches. The difference between nominal and actual accounts for the mortar joint.
Standard Mortar Joint and the 3/8-Inch Rule
The standard mortar joint in brick masonry is 3/8 inch. This joint thickness is built into the modular dimension system: one course of standard modular brick plus one 3/8-inch mortar joint equals 2-2/3 inches in height. When you calculate brick quantities, you always work with the nominal dimensions (which include the joint), not the actual brick face dimensions alone.
Selecting Brick for Common Applications
Always match the ASTM grade to the exposure condition:
| Application | Recommended Grade |
|---|---|
| Exterior veneer, freeze-thaw climate | SW (C216) |
| Exterior veneer, mild climate | MW or SW (C216) |
| Interior partition, no weather exposure | NW (C62) or FBS/MW (C216) |
| Paved courtyard, exterior | Class SX or MX (C902) |
| Architectural accent wall, varied texture | FBA (C216) |
When a project specification references an ASTM standard and grade, use it exactly — substituting a lower grade to save money is a code violation and a safety risk.
Safety Points
Personal Protective Equipment (PPE): Always wear safety glasses or goggles when handling brick samples, cutting brick, or working near masonry operations. Brick dust and silica particles are hazards — in dusty environments wear an N95 or higher respirator rated for silica dust. Wear work gloves to protect against abrasion and cuts from sharp edges.
Housekeeping: Broken or spalled bricks create trip and cut hazards. Keep the work area clear. Stack samples on a stable, flat surface so they cannot tip or fall.
Lifting: Standard bricks weigh 4–5 pounds each. Use proper lift mechanics — straight back, lift with the legs — when moving sample sets or full cubes of brick.
Key terms8
ASTM C62The ASTM standard that classifies building brick by weathering resistance into SW (Severe Weathering), MW (Moderate Weathering), and NW (Negligible Weathering) grades.
ASTM C216The ASTM standard that classifies facing brick by both weathering resistance (SW/MW) and dimensional tolerance (FBS, FBX, FBA).
SW GradeSevere Weathering grade; the highest durability rating under C62 and C216, required where brick will be exposed to freezing temperatures while wet.
Saturation Coefficient (C/B ratio)The ratio of 24-hour cold-water absorption to 5-hour boiling absorption; a lower value indicates greater freeze-thaw resistance.
FBXFace Brick Extra; a C216 type designation indicating tighter dimensional tolerances and a more uniform appearance than FBS.
Nominal DimensionThe stated brick dimension that includes the thickness of one mortar joint; used in modular layout and quantity calculations.
Standard Modular BrickA brick with actual dimensions of 3-5/8 × 2-1/4 × 7-5/8 inches and nominal dimensions of 4 × 2-2/3 × 8 inches, designed to work with a 3/8-inch mortar joint.
ASTM C902The ASTM standard governing pedestrian and light traffic paving brick, classifying units by exposure condition for flatwork applications.
Worked examples4
1. How many standard modular bricks are needed to lay a single-wythe wall that is 10 feet wide and 6 feet tall? Use the NCCER rule-of-thumb factor of 6.75 bricks per square foot of wall face for standard modular brick laid with a 3/8-inch mortar joint.
- Step 1 — Calculate the wall face area: 10 ft × 6 ft = 60 square feet.
- Step 2 — Apply the rule-of-thumb factor: 60 sq ft × 6.75 bricks/sq ft = 405 bricks.
- Step 3 — Add a standard waste allowance. A common allowance is 5%: 405 × 0.05 = 20.25, round up to 21 bricks.
- Step 4 — Total bricks to order: 405 + 21 = 426 bricks.
Answer: 426 bricks (405 net + 21 for 5% waste).
2. A mason needs to verify the number of courses to reach a wall height of 4 feet using standard modular brick with a 3/8-inch mortar joint. How many courses are required?
- Step 1 — Determine the height of one course including its mortar joint. The nominal course height for standard modular brick is 2-2/3 inches (actual brick height 2-1/4 inches + 3/8-inch joint = 2-5/8 inches; modular system rounds to 2-2/3 inches, and three courses equal exactly 8 inches).
- Step 2 — Convert the wall height to inches: 4 ft × 12 in/ft = 48 inches.
- Step 3 — Divide total height by the nominal course height: 48 ÷ (2-2/3) = 48 ÷ 2.667 = 18 courses.
- Step 4 — Verify: 18 courses × 2.667 in/course = 48.0 inches = 4 feet exactly. No adjustment needed.
Answer: 18 courses.
3. A wall section is 15 feet long and 8 feet tall. How many standard modular bricks are needed (single wythe), including a 5% waste factor? Use the 6.75 bricks-per-square-foot factor.
- Step 1 — Calculate wall face area: 15 ft × 8 ft = 120 square feet.
- Step 2 — Multiply by the factor: 120 × 6.75 = 810 bricks.
- Step 3 — Calculate 5% waste: 810 × 0.05 = 40.5, round up to 41 bricks.
- Step 4 — Total: 810 + 41 = 851 bricks.
Answer: 851 bricks.
4. A project specification calls for facing brick on an exterior veneer wall in a northern climate subject to hard winters and heavy rainfall. The architect's spec sheet reads 'ASTM C216, Type FBX.' What does this designation require, and is SW or MW the appropriate weathering grade for this exposure?
- Step 1 — Identify the standard: ASTM C216 governs facing brick.
- Step 2 — Identify the type: FBX means Face Brick Extra — tighter dimensional tolerances and more uniform appearance than FBS.
- Step 3 — Determine the weathering grade needed: The wall is exterior, in a freeze-thaw climate with moisture. ASTM C216 requires SW (Severe Weathering) grade for this exposure condition.
- Step 4 — Conclusion: Specify ASTM C216 Type FBX, Grade SW. Using MW grade in this exposure would not meet the specification and would risk freeze-thaw spalling.
Answer: ASTM C216, Type FBX, Grade SW is required for this application.
The math in this lesson2
Learners estimate bricks at 6.75 per square foot with 5% waste and count modular courses to reach 4 ft.
6.RP.3N-Q.1
In class: Instructor-led lecture with physical samples: learners sort a mixed set of building, facing, and paving bricks into ASTM type groups (SW, MW, NW for building brick; FBS, FBX, FBA for facing brick) using the NCCER Masonry Level 1 module as reference. · Small-group activity: teams receive a one-page project brief (exterior veneer in a freeze-thaw climate, interior partition, paved courtyard) and must specify the correct ASTM grade with a written rationale, then present findings to the class. · Individual worksheet: learners calculate the number of standard modular bricks (3-5/8 × 2-1/4 × 7-5/8 inches) needed to lay a specified wall area, accounting for a standard 3/8-inch mortar joint, using the rule-of-thumb factor from NCCER.
Materials: Assorted brick samples (SW, MW, FBS, FBX), NCCER Masonry Level 1 participant module, ASTM C62 and C216 summary handouts, calculators, selection-and-takeoff worksheet
Check: Scored worksheet and oral justification during group presentation; learner must correctly classify at least 8 of 10 sample bricks and achieve 80% or higher on the takeoff calculation worksheet.
Practice check8
Answer each question, then check it. Nothing is recorded; this is your own practice.
Record this lesson on my transcript. Sign in with your key and enrollment email to record lessons (enroll free if you have no key). This page stays open to read and practise.