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newSchoolWorks.com › VoTechWorks › Building & Construction › Masonry › Concrete Masonry Unit (CMU) Block Construction › Lesson 1
BLD-MASO04-03 · Lesson 1 · 9 clock hours · theory

CMU Materials: Types, Sizes, and Specifications

Objective. Given a set of CMU samples and a project specification, students will correctly identify unit type, nominal versus actual dimensions, and applicable ASTM standard for each unit with 100% accuracy.

⚠ 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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What Is a Concrete Masonry Unit?

A concrete masonry unit (CMU), commonly called a block, is a precast building product made from Portland cement, water, and aggregate. CMUs are manufactured in a wide variety of shapes and sizes to meet the structural and architectural demands of walls, foundations, retaining walls, and other assemblies. Understanding how to read a project specification and match it to the correct unit is a core skill for every mason.

ASTM Standards That Govern CMUs

The industry relies on published standards from ASTM International to define quality requirements. The most important standard for hollow and solid load-bearing CMUs is ASTM C90, Standard Specification for Loadbearing Concrete Masonry Units. ASTM C90 sets minimum requirements for dimensions, compressive strength, moisture absorption, and the thickness of face shells and webs. Whenever a project specification calls for load-bearing block, ASTM C90 is the governing document. Always verify that the units delivered to the job site carry documentation confirming C90 compliance before laying a single course.

Nominal Versus Actual Dimensions

CMU dimensions are described two ways, and confusing them causes costly layout errors.

The most common CMU in North American construction has a nominal size of 8 × 8 × 16 inches (height × width × length). Its actual dimensions are approximately 7-5/8 × 7-5/8 × 15-5/8 inches, because the 3/8-inch mortar joint on each face makes up the difference to reach the 8-inch and 16-inch nominal modules.

Other common nominal widths include 4-inch, 6-inch, 10-inch, and 12-inch units. Each follows the same rule: actual dimension equals nominal dimension minus 3/8 inch on each mortared face.

Hollow Versus Solid Units

ASTM C90 recognizes two categories based on net cross-sectional area:

Lightweight Versus Normal-Weight Aggregate

The aggregate used in manufacturing determines the unit's weight class, which affects structural loads, thermal performance, and fire ratings.

Project specifications will state the required weight class. Never substitute a lighter unit for a heavier one, or vice versa, without written approval from the engineer of record.

Common CMU Unit Types

| Unit Type | Key Feature | Typical Use |

|---|---|---|

| Stretcher | Two open cores, both ends plain | Running bond field units |

| Half block (closure) | One core, half the length | Course endings, openings |

| Corner | One flat end, one core | Wall corners and pilasters |

| Bond beam | Depressed web, open top channel | Horizontal reinforcement courses |

| Lintel | Deep U-shaped channel, solid bottom optional | Spanning door and window openings |

| Split-face | Fractured texture on face | Architectural/decorative walls |

Face-Shell and Web Thickness

ASTM C90 specifies minimum face-shell and web thicknesses based on the nominal width of the unit. Face shells are the flat outer walls of a hollow unit; webs are the interior partitions connecting the shells. Thicker shells and webs provide greater compressive capacity and better fire resistance. Always consult the current edition of the standard for the precise table values—specifications can change between editions.

Safety on the Block Yard and in the Lab

CMUs are heavy and have sharp edges. Observe these practices at all times:

Key terms9

ASTM C90The ASTM International standard that establishes minimum requirements for load-bearing concrete masonry units, including dimensional tolerances, compressive strength, and face-shell and web thickness.
Nominal dimensionThe stated planning dimension of a CMU, which includes the unit's actual size plus one standard 3/8-inch mortar joint; the number used on construction drawings.
Actual dimensionThe true physical measurement of a manufactured CMU as measured with a tape or calipers, equal to the nominal dimension minus 3/8 inch on each mortared face.
Hollow unitA CMU whose net cross-sectional area in every bearing plane is less than 75 percent of its gross cross-sectional area; contains one or more open cores.
Solid unitA CMU whose net cross-sectional area is at least 75 percent of the gross cross-sectional area in every bearing plane.
Bond beam blockA CMU with a depressed or open-top web channel that allows horizontal reinforcing bars and grout to be placed continuously along a course.
Face shellThe flat outer wall of a hollow CMU; ASTM C90 specifies minimum thickness values based on the unit's nominal width.
Lightweight CMUA concrete masonry unit manufactured with lightweight aggregate such as expanded shale or clay, resulting in lower density and reduced structural dead load compared to normal-weight units.
Split-face blockA CMU that has been mechanically fractured along its face during manufacturing to create a rough, textured surface used for architectural applications.

Worked examples4

1. A standard stretcher block has a nominal size of 8 × 8 × 16 inches (H × W × L). Calculate its actual dimensions assuming standard 3/8-inch mortar joints on the top/bottom and both ends.
  1. Identify which faces receive a mortar joint. The top (one joint shared with the course above) and both ends (one joint each) are mortared; the bottom sits on the previous course's joint, which was already counted.
  2. Subtract 3/8 inch for each mortared face from the corresponding nominal dimension. Height: 8 in − 3/8 in = 7-5/8 in. Width: 8 in − 3/8 in = 7-5/8 in (one bed joint on top). Length: 16 in − 3/8 in = 15-5/8 in (one head joint on one end; the other end joint belongs to the adjacent unit).
Answer: Actual dimensions: 7-5/8 in (H) × 7-5/8 in (W) × 15-5/8 in (L).
2. A half block has a nominal length of 8 inches. What is its actual length?
  1. A half block receives one head joint on one end; the other end is a wall corner or closure against another unit with its own joint.
  2. Subtract 3/8 inch from the nominal length: 8 in − 3/8 in = 7-5/8 in.
Answer: Actual length: 7-5/8 in.
3. You measure a CMU sample with calipers and record 11-5/8 inches for the length. What is the nominal length of this unit?
  1. Recall that actual length = nominal length − 3/8 in.
  2. Rearrange: nominal length = actual length + 3/8 in.
  3. Calculate: 11-5/8 in + 3/8 in = 12 in.
Answer: Nominal length: 12 inches. This is a 12-inch (nominal) CMU.
4. A specification calls for a 6 × 8 × 16 nominal CMU (W × H × L). A delivery arrives; you measure one unit at 5-5/8 in × 7-5/8 in × 15-5/8 in. Does the unit meet the nominal specification?
  1. Convert each actual measurement back to nominal by adding 3/8 in: Width: 5-5/8 + 3/8 = 6 in. Height: 7-5/8 + 3/8 = 8 in. Length: 15-5/8 + 3/8 = 16 in.
  2. Compare results to specification: 6 × 8 × 16 nominal required; calculated nominal is 6 × 8 × 16.
Answer: Yes, the unit meets the specified nominal dimensions.

The math in this lesson2

Learners convert nominal CMU sizes to actual by subtracting 3/8 in joints and check delivered units against spec.
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Brush up in the math halls at newSchoolWorks.com:
In class: Instructor-led lecture and slide presentation covering CMU manufacturing, hollow versus solid units, lightweight versus normal-weight aggregate, and ASTM C90 classification; students take guided notes and answer comprehension questions. · Hands-on identification lab: each student receives six unlabeled CMU samples (standard stretcher, half block, corner, bond beam, lintel, and split-face) and completes an identification worksheet listing nominal size, actual size, unit type, and likely application. · Small-group research task: teams locate the current ASTM C90 table of requirements in the classroom reference binder, record minimum face-shell and web thickness values for each size group, and present findings to the class in a five-minute summary.
Materials: CMU sample set (six unit types), measuring tapes, calipers, ASTM C90 standard (classroom copy), NCCER Masonry Level 1 module on masonry units, whiteboard, projector
Check: Scored identification worksheet: student must correctly name unit type, record actual dimensions within 1/16-inch, and cite the correct ASTM standard for all six samples; passing score is 80% (5 of 6 correct across all three criteria per unit).

Practice check8

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

NCCER Masonry Level 1 – Masonry Units and Materials
1. Which ASTM standard governs the minimum requirements for load-bearing concrete masonry units used in most commercial and residential wall construction?
NCCER Masonry Level 1 – Masonry Units and Materials
2. A standard 8 × 8 × 16 nominal CMU has actual dimensions of approximately:
NCCER Masonry Level 1 – Masonry Units and Materials
3. Under ASTM C90, a hollow CMU is defined as a unit whose net cross-sectional area is less than what percentage of its gross cross-sectional area in every bearing plane?
NCCER Masonry Level 1 – Masonry Units and Materials
4. A mason needs to place horizontal reinforcing bars and grout continuously along a wall course. Which CMU type is specifically designed for this purpose?
NCCER Masonry Level 1 – Masonry Units and Materials
5. You measure a CMU and find its length is 15-5/8 inches. What is its nominal length?
NCCER Masonry Level 1 – Masonry Units and Materials
6. Lightweight CMUs differ from normal-weight CMUs primarily because they are manufactured using:
OSHA 10 – Construction Health Hazards
7. When cutting or grinding CMUs on a job site, which primary health hazard requires the use of wet cutting methods or local exhaust ventilation and an appropriate respirator?
NCCER Masonry Level 1 – Masonry Units and Materials
8. A project specification requires 8 × 8 × 16 nominal CMUs with a rough, fractured face finish for an architectural retaining wall. Which unit type should the mason order?
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