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newSchoolWorks.com › VoTechWorks › Building & Construction › Masonry › Arches: Layout, Construction, and Structural Principles › Lesson 5
BLD-MASO04-08 · Lesson 5 · 15 clock hours · practice

Mortar Application and Voussoir Laying

Objective. Students will lay a full semicircular or segmental arch in brick over a centering form, placing voussoirs symmetrically from both springings toward the crown, with all mortar joints within the specified taper tolerance and the arch plumb and true to the centering profile

⚠ 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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Mortar Application and Voussoir Laying

Building an arch requires more than cutting the right wedge-shaped units. The way you butter, place, and seat each voussoir determines whether the finished arch carries its load safely or develops cracks and movement after the centering comes down. This lesson walks you through every step from setting the first skewback unit to tooling the intrados joints.

PPE and Safety Before You Touch the Mortar

Mortar is caustic. Portland cement can cause skin burns and, with repeated exposure, sensitization or chemical burns to eyes. Wear safety glasses at all times on the mortar board. Wear work gloves rated for masonry work whenever you are handling mortar or freshly laid units. Keep a sponge and bucket of clean water within arm's reach so you can rinse skin contact immediately. Do not rub your eyes with gloved hands. If mortar contacts your eyes, flush with water for at least 15 minutes and report to the instructor.

The centering form holds the weight of all units until the arch reaches full cure. Never stand on, lean heavily against, or remove wedges from the centering during the lay-up. Inspect the form for cracked or loose supports before you begin each session.

Starting Right: The Skewback Units

The skewback is the angled bearing surface at each springing point where the arch meets the supporting wall or pilaster. Set both skewback units before anything else. Apply a full mortar bed to the correct skewback angle—this angle matches the geometry you calculated when you cut the voussoir set. Press the skewback unit firmly so the bed joint is fully filled with no voids, then check that its face is flush with the centering profile. Correct any deviation now; errors here travel up through every subsequent course.

Working Both Sides Simultaneously

The single most important rule in arch construction is to work up both sides at the same rate. If you lay three voussoirs on the left before touching the right, the centering form receives unbalanced loading and can shift or rack. Set one unit on the left, then one on the right, alternating until you reach the crown.

For each voussoir:

1. Apply mortar to both the bed joint surface on the form side (the concave intrados face of the previous unit) and the head joint surface that will contact the adjacent voussoir.

2. Press the unit firmly against the centering profile so no gap exists between the unit and the form. A unit held away from the form will dry in the wrong position.

3. Tap with a rubber mallet—never a metal hammer—to seat the unit and close any gap at the intrados.

4. Check plumb on the face of the unit with your 4-foot level or plumb bob. A voussoir that leans in or out creates a visible bulge at the arch face.

Mortar on Tapered Joints

The joint between voussoirs is tapered: narrower at the intrados (inside curve) and wider at the extrados (outside curve). This taper is what gives the arch its wedge geometry. A common and serious error is applying mortar only to the wider extrados side and leaving the narrow intrados side starved. Mortar squeeze-out at the intrados is the proof that the joint is full. If you do not see a small amount of mortar pressing out as you seat the unit, add more mortar and re-seat.

Keep mortar off the centering form itself. Mortar bonding to the form makes stripping difficult and can fracture units when the form is struck.

Tooling the Intrados Joints

Before the mortar reaches its initial set—typically within 30 to 60 minutes of placement in normal conditions, but always check the manufacturer's data sheet for the specific product—tool or point the intrados joints. Tooling compresses the mortar surface, closes micro-cracks, and produces the concave or flush profile that resists moisture infiltration. Rake the joint to a uniform depth at every course. Inconsistent depth is visible and indicates rushed or careless work. Do not tool joints that have hardened to the point where the jointing tool no longer leaves a clean impression; those joints must be raked out and repointed.

Measuring Joint Taper

After the arch reaches initial set, you will measure the actual joint widths at the intrados and extrados at every third voussoir using a joint-width gauge. Record both measurements for each joint in your lab log. The difference between extrados and intrados width is the taper. Your instructor will provide the allowable taper tolerance for the arch geometry you built. Calculate the average taper across all measured joints. Any individual joint that falls outside the tolerance must be documented—not hidden—in your log.

Checking Plumb and Profile

With a plumb bob or level, check that the arch face is plumb within 1/8 inch over its full height. Then hold a straightedge or run a string across the voussoir faces to verify that all units sit flush within 1/4 inch of the centering profile. Proud or recessed units indicate insufficient mortar, improper seating, or a unit that was not held against the form during setting. Document any deviation and discuss corrective options with your instructor before the mortar hardens.

Key Reminders Before the Check

Key terms8

VoussoirA wedge-shaped masonry unit, either cut or purpose-made, used to build an arch; its tapered profile transfers load through the arch to the supports.
IntradosThe inner curved surface of an arch, forming the underside visible from below; mortar joints are narrowest here.
ExtradosThe outer curved surface of an arch; mortar joints are widest here because of the wedge taper of each voussoir.
SkewbackThe angled bearing surface at each springing point where the arch transitions from the vertical supporting wall; it must be set to the correct angle before any voussoir is placed.
CenteringA temporary form, usually wood, built to the exact profile of the arch soffit; it supports the voussoirs until the mortar cures and the arch becomes self-supporting.
Joint taperThe calculated difference in width between the extrados and intrados measurements of a single arch mortar joint; correct taper is essential to the arch's geometry and structural behavior.
Initial setThe point at which mortar begins to stiffen and lose workability; joints must be tooled before this occurs, as specified by the mortar manufacturer's data sheet.
ToolingThe process of compressing and shaping a mortar joint with a jointing tool before initial set; it improves weather resistance and appearance.

Worked examples4

1. Your semicircular arch has an intrados radius of 12 inches. The voussoir spacing divides the arch into 9 equal voussoirs. The intrados arc length per joint is 0.50 inches. The extrados radius is 16 inches (brick depth = 4 inches). Calculate the required extrados joint width given a nominal intrados joint width of 0.25 inches, using the ratio of the two radii.
  1. Step 1 – Identify the relationship: for a circular arch, joint widths scale with radius. Extrados width / Intrados width = Extrados radius / Intrados radius.
  2. Step 2 – Substitute values: Extrados width / 0.25 in = 16 in / 12 in.
  3. Step 3 – Solve: Extrados width = 0.25 × (16 / 12) = 0.25 × 1.333 = 0.333 inches.
  4. Step 4 – State the taper: Joint taper = 0.333 − 0.25 = 0.083 inches across the 4-inch brick depth.
Answer: The required extrados joint width is approximately 0.33 inches, giving a joint taper of approximately 0.08 inches across the depth of the brick.
2. You measure the intrados and extrados joint widths at five locations and record: Joint 1: 0.22 in / 0.31 in; Joint 2: 0.25 in / 0.34 in; Joint 3: 0.24 in / 0.35 in; Joint 4: 0.26 in / 0.33 in; Joint 5: 0.23 in / 0.32 in. The specified taper is 0.08 inches ± 0.03 inches (range 0.05 to 0.11 in). Determine which joints, if any, are out of tolerance.
  1. Step 1 – Calculate taper for each joint by subtracting intrados width from extrados width: Joint 1: 0.31 − 0.22 = 0.09 in; Joint 2: 0.34 − 0.25 = 0.09 in; Joint 3: 0.35 − 0.24 = 0.11 in; Joint 4: 0.33 − 0.26 = 0.07 in; Joint 5: 0.32 − 0.23 = 0.09 in.
  2. Step 2 – Compare each taper to the tolerance range of 0.05 to 0.11 inches: Joint 1: 0.09 in — within range. Joint 2: 0.09 in — within range. Joint 3: 0.11 in — at the upper limit, still within range. Joint 4: 0.07 in — within range. Joint 5: 0.09 in — within range.
  3. Step 3 – Calculate average taper: (0.09 + 0.09 + 0.11 + 0.07 + 0.09) / 5 = 0.45 / 5 = 0.09 in.
Answer: All five joints are within the specified tolerance of 0.05 to 0.11 inches. The average joint taper is 0.09 inches.
3. You are checking plumb on the arch face. Your plumb bob hangs 0.19 inches off the face at the top of the arch compared to the bottom. The pass criterion is plumb within 1/8 inch (0.125 inches). Does the arch pass or fail the plumb check, and by how much is it out?
  1. Step 1 – Convert the criterion to a decimal: 1/8 inch = 0.125 inches.
  2. Step 2 – Compare the measured deviation to the criterion: 0.19 in > 0.125 in.
  3. Step 3 – Calculate how far out of tolerance: 0.19 − 0.125 = 0.065 inches out of tolerance.
Answer: The arch fails the plumb check. It is 0.065 inches beyond the 1/8-inch allowable deviation and must be documented and corrected before the mortar hardens.
4. A student is laying a segmental arch and completes voussoirs on only the left side for the first six units before starting the right side. The centering form is rated for a balanced load of 80 lb but the six left-side voussoirs weigh approximately 15 lb each. What one-sided load is being applied, and what does this mean for the centering?
  1. Step 1 – Calculate the one-sided load: 6 voussoirs × 15 lb each = 90 lb on the left side alone.
  2. Step 2 – Compare to the balanced load rating: 90 lb (one side) vs. 80 lb balanced design load.
  3. Step 3 – Interpret the result: The unbalanced load of 90 lb exceeds the centering's rated balanced capacity. With zero load on the right side to counteract, the form experiences a net lateral force and bending moment, risking racking, shifting, or collapse.
Answer: The one-sided load is 90 lb, which exceeds the 80 lb balanced rating. This unbalanced condition risks shifting or collapse of the centering and confirms why both sides must be built up simultaneously.

The math in this lesson2

Learners compute intrados arc length per joint on a 12 in radius and check measured joint widths and plumb.
N-Q.3G-C.5
Brush up in the math halls at newSchoolWorks.com:
In class: Instructor demonstrates the correct sequence: set skewback units first with full mortar bed to the skewback angle, work up both sides simultaneously to maintain balanced loading on the centering, press each voussoir firmly to the form, and tool or point the intrados joints before mortar sets · Students lay their arches under direct supervision; instructor calls out common errors in real time—insufficient mortar on the narrow end of tapered joints, voussoirs not seated against the centering, joints not raked to uniform depth—and students correct each error before placing the next unit · After the arch reaches initial set (minimum time per mortar manufacturer data sheet or as directed by instructor), students measure joint width at intrados and extrados at every third voussoir with a joint-width gauge, record readings in their lab log, and calculate average joint taper; any joint outside tolerance is documented
Materials: Pre-mixed Type S mortar or site-batched equivalent, mortar board, margin trowel, brick trowel, jointing tool, joint-width gauge, 4-foot level, plumb bob, rubber mallet, sponge and bucket, completed centering form, cut voussoir set, safety glasses, work gloves
Check: Instructor evaluates completed arch on four criteria: (1) arch is plumb within 1/8 inch over its height, (2) all voussoir faces are flush with the centering profile within 1/4 inch, (3) joint widths fall within the calculated taper tolerance at every measured point, (4) no visible voids in joints; all four criteria must be met to pass this lesson

Practice check8

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

NCCER Masonry — Arch Construction and Structural Principles
1. Why must voussoirs be laid alternating from both springings toward the crown rather than completing one side first?
NCCER Masonry — Mortar Application and Joint Quality
2. A mason applies mortar generously to the extrados face of a voussoir but leaves the intrados edge nearly bare. What is the most likely consequence?
NCCER Masonry — Mortar Properties and Joint Finishing
3. When is the correct time to tool the intrados joints of a brick arch?
NCCER Masonry — Measurement and Quality Control
4. A student measures joint widths at the intrados and extrados of an arch joint and gets 0.24 in and 0.38 in respectively. The specified taper is 0.10 in ± 0.03 in. What is the measured taper, and does the joint pass?
OSHA 10 — Personal Protective Equipment
5. Which PPE is required at all times when working with Portland cement mortar?
NCCER Masonry — Arch Layout and Structural Principles
6. What is the purpose of the skewback unit in arch construction?
NCCER Masonry — Arch Construction Technique
7. A student notices that a voussoir placed on the centering form has a 3/8-inch gap between the unit's intrados face and the form. What is the correct action?
NCCER Masonry — Quality Control and Inspection
8. During a lab session, a student's plumb check shows the arch face deviates 3/16 inch from plumb over its height. The pass criterion is 1/8 inch. Which statement is correct?
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