BLD-MASO04-13 · Lesson 3 · 18 clock hours · lab
Performance Skill Rehearsal & Hands-On Timed Trials
Objective. Students execute NCCER-style hands-on performance tasks under timed, observed conditions—including mortar mixing, layout and leveling, brick and block coursing, and joint finishing—and receive criterion-referenced feedback that maps directly to NCCER performance profile checkpoints.
⚠ 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 Timed Performance Trials Matter
Reading about masonry and doing masonry are two different skills. NCCER Masonry Levels 1–3 credentials require you to demonstrate hands-on competency, not just pass a written test. Performance profile checklists define exact pass/fail criteria for tasks such as mixing mortar, laying brick to a line, and finishing joints. Today's lab puts you under realistic time pressure so that the final credentialing evaluation holds no surprises.
Safety Before You Touch Anything
Masonry labs involve real hazards. Follow these rules without exception.
- Eye protection: Wear ANSI-rated safety glasses at all times. Flying chips from brick and block can cause permanent eye injury.
- Respiratory protection: Wear an N95 minimum dust mask when mixing mortar or cutting masonry. Silica dust causes silicosis, an incurable lung disease. Wetting materials and working upwind of dust sources reduces exposure.
- Hand protection: Wear gloves when handling mortar. Wet cement has a high pH and causes chemical burns with prolonged skin contact. If mortar contacts bare skin, rinse immediately with clean water.
- Foot protection: Steel-toed boots are required. Brick and block dropped from even a low height can crush toes.
- Housekeeping: Keep walkways clear of tools and scrap material. Stack unused brick and block neatly on pallets or on the floor against a stable surface—never in a leaning pile.
- First aid: Know where the first-aid kit is located before work begins. Report any cut, eye contact, or burn to the instructor immediately.
The Four Performance Task Stations
Station 1 — Mortar Batch and Consistency Check
Proper mortar starts with correct proportions. For Type S mortar using masonry cement, follow the bag manufacturer's ratio and add water gradually. The target is a workable mix that holds its shape when squeezed but slides cleanly off the trowel. The standard slump test for masonry mortar checks that consistency: a cone of mortar collapsed to the right spread indicates the mix is neither too stiff nor too wet. Mortar that is too wet runs off the trowel, weakens bond, and causes joints to sag. Mortar that is too stiff tears the units rather than bonding them. Mix only what you can use before the mortar stiffens—typically within about 90 minutes in moderate temperatures, less in hot or dry conditions. Never add water to mortar that has begun to set; discard it.
Station 2 — Layout with Story Pole and Level Lines
A story pole is a straight rod marked at each course height (brick height plus mortar joint). It gives you a fast, accurate reference for every course without remeasuring. Set the story pole plumb at a corner, stretch your mason's line from pin to pin at each course mark, and keep the line taut. The line is your guide for height and horizontal alignment. Check for plumb with your 4-foot level on the face of the wall; check for level along the top of each course. Tolerance in NCCER performance profiles is defined in the checklist—know that number before the clock starts.
Station 3 — Running Bond Brick Course to Specified Dimensions
Running bond staggers vertical joints by half a unit length per course, which distributes loads and prevents continuous vertical joints that weaken the wall. Spread a full mortar bed, set each brick to the line, and tap to level with the handle of your trowel. Cut mortar that squeezes out and return it to your board promptly—mortar left on the face stains. Check plumb on every third brick minimum and at every course end.
Station 4 — Block Course with Control Joints and Filled Cores
Concrete block control joints accommodate shrinkage cracking by creating a planned weak plane. Rake or leave out mortar at the designated joint location and install the appropriate control joint product per the performance profile instructions. Filled cores (grouted cells) add compressive strength and, where reinforced, tensile strength. Use a margin trowel to place grout or mortar into specified cores and consolidate it. Keep face shells clean.
Timed Trial Protocol
During the pair rotation, one student performs while the partner marks the NCCER performance profile checklist. Be honest—your partner's accurate feedback on your weak points determines which two stations you repeat solo. During the solo timed trial the instructor uses the same checklist as the sole evaluator. A no-go on any single checkpoint means you must address it in a second attempt during this same session. Two failed attempts on any checkpoint results in a documented remediation plan before the final mock exam. Treat the checklist as your contract with the credential.
Connecting Lab Performance to the Credential
NCCER performance profiles are the same documents used by registered NCCER Training Sponsors during official assessment. Every criterion you practice today—mortar consistency, plumb and level tolerance, joint uniformity, task time—is drawn from those published profiles. Consistent, repeatable technique is the goal. Speed comes from eliminating wasted motion, not from rushing and skipping checks. Build the habit of checking level and plumb every few courses; it is faster to correct one brick than to tear out an entire course.
Key terms9
Performance profileThe NCCER published checklist that lists every observable task step and its pass/fail (go/no-go) criterion used to assess hands-on competency for a craft credential.
Type S mortarA mortar classification defined by ASTM standards that provides high bond strength and is commonly specified for below-grade and load-bearing masonry applications.
SlumpA measure of mortar workability based on how far a standard cone of fresh mortar collapses; used to verify the mix is within the specified consistency range.
Story poleA straight rod marked at each course height (unit plus mortar joint) that provides a quick vertical reference at corners or control points without repeated measuring.
Running bondA masonry pattern in which each unit overlaps the units below by half a unit length, staggering vertical joints to distribute structural loads.
Control jointA planned vertical joint in a masonry wall, intentionally weakened or left without mortar, that allows the wall to crack at a predictable, manageable location due to shrinkage or movement.
Go/no-go criterionA binary pass/fail standard on a performance profile checkpoint; a single no-go item fails that checkpoint and requires a corrective second attempt.
PlumbPerfectly vertical, as verified with a level; a wall or course is plumb when a level's bubble is centered on the vertical vial.
N95 respiratorA NIOSH-rated particulate filtering facepiece respirator that filters at least 95 percent of airborne particles, the minimum class required when mixing or cutting masonry materials that generate silica dust.
Worked examples4
1. Your story pole is marked for standard modular brick with a 3/8-inch mortar joint. The nominal brick height is 2-1/4 inches and the joint is 3/8 inch. What is the height of one course, and what is the total height of six courses?
- Step 1 — Find one course height: add brick height plus joint thickness. 2-1/4 in + 3/8 in = 2-1/4 in + 3/8 in. Convert to a common denominator: 2-1/4 = 2-2/8. So 2-2/8 + 3/8 = 2-5/8 inches per course.
- Step 2 — Find six-course height: multiply one course by 6. 2-5/8 × 6 = (2 × 6) + (5/8 × 6) = 12 + 30/8 = 12 + 3-6/8 = 12 + 3-3/4 = 15-3/4 inches.
- Step 3 — Mark the story pole at 2-5/8 in, 5-2/8 in (5-1/4 in), 7-7/8 in, 10-4/8 in (10-1/2 in), 13-1/8 in, and 15-6/8 in (15-3/4 in) for courses 1 through 6.
Answer: One course = 2-5/8 inches; six courses = 15-3/4 inches.
2. After laying a ten-brick course, you measure the wall length and find it is 1/4 inch longer than specified. Each brick is 7-5/8 inches long (nominal 8 inches with a 3/8-inch joint). How many head joints are in a ten-brick course, and by how much must each joint widen to absorb the 1/4-inch discrepancy?
- Step 1 — Count head joints: in a ten-brick course there are nine head joints between bricks (the joints at each end of the course are not interior head joints).
- Step 2 — Divide the discrepancy by the number of joints: 1/4 inch ÷ 9 joints = 0.0278 inches per joint, which is approximately 1/36 inch.
- Step 3 — Evaluate feasibility: 1/36 inch per joint is less than 1/32 inch and is imperceptible and within normal tolerance. Widen each head joint slightly and uniformly across the course to absorb the difference without exceeding the allowable joint-width range.
Answer: Nine head joints; each joint widens by approximately 1/36 inch (about 0.028 in), a negligible adjustment within tolerance.
3. You are checking a four-course block wall for plumb using a 4-foot level. The level bubble shows the top of the level leans 1/8 inch away from the wall face. The level is 48 inches long. Is the wall within a commonly cited plumb tolerance of 1/4 inch in 10 feet, and what is the projected deviation over 10 feet (120 inches)?
- Step 1 — Find the deviation rate: 1/8 inch over 48 inches = 0.125 ÷ 48 = 0.002604 inches of lean per inch of height.
- Step 2 — Project to 120 inches (10 feet): 0.002604 × 120 = 0.3125 inches, which is 5/16 inch over 10 feet.
- Step 3 — Compare to tolerance: 5/16 inch (0.3125 in) exceeds 1/4 inch (0.25 in). The wall is out of tolerance and must be corrected before continuing.
Answer: Projected deviation is 5/16 inch over 10 feet, which exceeds a 1/4-inch tolerance. The course must be corrected.
4. You batch mortar on a mixing board. The masonry cement bag calls for 2.5 to 3.0 gallons of water per 70-lb bag. You add 2.0 gallons and the mix is too stiff. How much additional water can you add and stay within the lower limit, and what percentage of the lower limit does 2.0 gallons represent?
- Step 1 — Find additional water to reach the lower limit: 2.5 gallons − 2.0 gallons = 0.5 gallons additional water allowed to reach the minimum.
- Step 2 — Calculate what 2.0 gallons is as a percentage of the lower limit: (2.0 ÷ 2.5) × 100 = 80%. The current batch is at 80% of the minimum water specified.
- Step 3 — Add water incrementally—no more than 0.5 gallons total—mixing thoroughly after each addition and checking consistency before adding more.
Answer: You may add up to 0.5 gallons more water to reach the lower specified limit. The current batch used 80% of the minimum water called for.
The math in this lesson1
Learners compute course heights, spread excess length over ten head joints, check plumb, and adjust mortar water per bag.
N-Q.3
In class: Instructor demonstrates each of the four performance task stations (mortar batch and consistency check; layout with story pole and level lines; running bond brick course to specified dimensions; block course with control joints and filled cores) using published NCCER performance profile criteria as a narrated checklist; students annotate their own copies of the performance profile during the demo. · Students rotate through all four stations in pairs, with one student performing the task under a stopwatch while the partner acts as observer and marks the performance profile checklist; roles swap after each task; instructor floats between stations, pauses for live correction on unsafe techniques or gross errors (e.g., mortar too wet, courses out of plumb by more than tolerance), and conducts a brief after-action debrief at each station. · Each student completes a solo timed trial on their two weakest stations (identified by the partner-observation checklists) with the instructor as sole evaluator; student receives a written score sheet keyed to NCCER performance profile pass/fail criteria and must correctly address any failed checkpoint in a second attempt before the lesson ends.
Materials: Mortar mixer or mixing board; Type S mortar materials (masonry cement, sand, water); standard modular brick; 8-inch concrete block; story poles; mason's levels (4-foot and 2-foot); line pins and mason's line; trowels (brick and margin); jointers; tape measures; chalk line; speed square; NCCER Masonry performance profile checklists (L1–L3); stopwatch; safety glasses, gloves, dust mask (N95 minimum), steel-toed boots; first-aid kit on station.
Check: Student meets all go/no-go criteria on the NCCER performance profile for every station: mortar within specified slump range, courses plumb and level within published tolerance, joints finished uniformly, and task completed within time limit. Any no-go item requires a documented second attempt; two failed attempts triggers a mandatory remediation plan before the final mock exam.
Practice check8
Answer each question, then check it. Nothing is recorded; this is your own practice.
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