Grout is not mortar. Core fill is a fluid 2,000 psi grout with an 8 to 11 in slump so it flows into the cells without vibrating.
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How to Calculate Concrete Blocks for a Wall
Concrete block is estimated by wall face area, and the arithmetic is easier than brick because block is modular by design. A standard 8 x 8 x 16 block occupies exactly 8 in by 16 in of wall face including its mortar joints, which is 0.889 sq ft.
That 1.125 figure - 1.125 blocks per square foot, or 112.5 per 100 sq ft - holds for 4, 6, 8, 10 and 12 in block, because they all share the same 8 x 16 in face. Only the wall thickness changes. Half-high (soap) block has a 4 x 16 face, so it doubles to 2.25 per square foot.
Counting by course instead
Masons usually count the other way, and it is worth cross-checking:
- Blocks per course = wall length in feet x 0.75. A 30 ft wall is 22.5, so 23 blocks per course.
- Courses = wall height in inches / 8. An 8 ft wall is 12 courses.
- Total = 23 x 12 = 276 blocks, against 240 sq ft x 1.125 = 270. The difference is the partial block at the end of each course, which is why the course method is the safer of the two.
Design the wall in 8 in increments of height and 16 in increments of length and you will cut almost nothing. Every foot that is not on the module is a saw cut and a piece of scrap.
Nominal vs actual, and why it matters
An 8 x 8 x 16 block actually measures 7-5/8 x 7-5/8 x 15-5/8 in. The missing 3/8 in on each dimension is the mortar joint. Order by nominal size, lay out by nominal size, but when you are checking whether a wall fits a foundation or an opening, measure actual. The gap catches people on the last block of every course.
On this page
- How to Calculate Concrete Blocks for a Wall
- Block Sizes, Weights and Coverage
- Mortar, Grout and Rebar: Three Different Materials
- Reinforcement: Rebar, Bond Beams and Joint Wire
- How to Lay a Concrete Block Wall
- Block Wall Costs
- Block Fill Reference: Grout Volume by Fill Spacing
- How Many Blocks Come on a Cube, Bale or Pallet?
- Blocks per Square Meter: Metric Block Sizes
- Cinder Block vs Concrete Block vs CMU
- Frequently Asked Questions
Block Sizes, Weights and Coverage
| Nominal Size (W x H x L) | Actual Size (in) | Blocks per Sq Ft | Blocks per 100 Sq Ft | Weight (normal / light) | Typical Use |
|---|---|---|---|---|---|
| 4 x 8 x 16 | 3-5/8 x 7-5/8 x 15-5/8 | 1.125 | 113 | 26 / 20 lb | Partitions, veneer backup |
| 6 x 8 x 16 | 5-5/8 x 7-5/8 x 15-5/8 | 1.125 | 113 | 30 / 24 lb | Light stem walls, partitions |
| 8 x 8 x 16 | 7-5/8 x 7-5/8 x 15-5/8 | 1.125 | 113 | 36 / 28 lb | The default for almost everything |
| 10 x 8 x 16 | 9-5/8 x 7-5/8 x 15-5/8 | 1.125 | 113 | 44 / 34 lb | Tall or heavily loaded walls |
| 12 x 8 x 16 | 11-5/8 x 7-5/8 x 15-5/8 | 1.125 | 113 | 52 / 40 lb | Foundations, deep unbalanced fill |
| 8 x 4 x 16 (half-high) | 7-5/8 x 3-5/8 x 15-5/8 | 2.25 | 225 | 20 / 16 lb | Coursing adjustments, low walls |
"Cinder block" and "concrete block" are the same product to a supplier. True cinder block used coal ash as aggregate and has not been made in volume for decades. What you buy today is a concrete masonry unit - CMU - meeting ASTM C90, with a minimum net compressive strength of 2,000 psi.
Lightweight block is worth the premium on a tall wall. It is 20 to 25% lighter for the same strength, which matters when one person is lifting 300 of them onto a scaffold. It is also more absorbent, so it needs sealing below grade.
Do not forget the specials: corner (single-bullnose) block, bond beam block with knock-out webs, lintel block, and half blocks. A running-bond wall needs one half block at every alternate course end. Ordering only stretchers means cutting them on site.
Mortar, Grout and Rebar: Three Different Materials
People use the words interchangeably and they are not interchangeable. Getting this wrong is the fastest way to a wall that fails inspection.
| Material | What It Is | Consistency | Where It Goes | Typical Spec |
|---|---|---|---|---|
| Mortar | Cement, lime, sand | Stiff, holds its shape on a trowel | Bed and head joints only | ASTM C270, Type S or N |
| Grout (core fill) | Cement, sand, pea gravel, lots of water | Fluid, 8 to 11 in slump | Inside the cells, around rebar | ASTM C476, 2,000 psi min |
| Concrete | Cement, sand, coarse aggregate | Plastic, 4 to 6 in slump | Footings, slabs, bond beams if specified | ASTM C94, 2,500 to 4,000 psi |
Never pour ordinary concrete into block cells. It will not flow past the webs and around the bar, and you get voids exactly where the reinforcement needs encasement. Core-fill grout is deliberately wet - the block absorbs the excess water and the grout ends up at full strength.
Mortar quantities
| Approach | Coverage | For 100 Blocks | Notes |
|---|---|---|---|
| Pre-mixed mortar, 80 lb bag | About 12 blocks per bag | About 9 bags | Sand blended in. Easiest for small jobs. |
| Pre-mixed mortar, 60 lb bag | About 9 blocks per bag | About 12 bags | Lighter to carry, more bags to open. |
| Masonry cement, 70 lb bag + sand | About 28 blocks per bag | 3.5 bags + about 1,000 lb sand | Much cheaper past a few hundred block. |
| Mortar volume, face-shell bedding | Roughly 2 to 3 cu ft per 100 block | β | Rises sharply with full bedding and waste. |
Bag yields vary between manufacturers by 20% or more. Check the coverage printed on the bag you are actually buying and treat the table as a planning figure. Past about 300 blocks, buying masonry cement and sand separately and mixing on site is usually half the cost.
Core-fill grout quantities
| Block | Grout per Block (all cells) | Per 100 Sq Ft, Solid Grouted | Per Vertical Cell, per Foot of Height |
|---|---|---|---|
| 4 in | 0.09 cu ft | 0.37 cu yd | 0.07 cu ft |
| 6 in | 0.16 cu ft | 0.67 cu yd | 0.12 cu ft |
| 8 in | 0.24 cu ft | 1.00 cu yd | 0.18 cu ft |
| 10 in | 0.31 cu ft | 1.29 cu yd | 0.23 cu ft |
| 12 in | 0.40 cu ft | 1.67 cu yd | 0.30 cu ft |
An 8 in wall grouted solid takes about one cubic yard of grout per 100 square feet. That is the number to remember. If you are only filling the cells that contain rebar, the volume scales with spacing: cells sit 8 in apart, so grouting at 32 in o.c. fills a quarter of them.
Past about 1.5 cubic yards, order ready-mix grout by the truck. Below that, bagged core-fill or pea-gravel mix is simpler, at roughly 0.6 cu ft per 80 lb bag.
Reinforcement: Rebar, Bond Beams and Joint Wire
Hollow block on its own is strong in compression and weak in bending. Reinforcement is what lets a block wall resist soil pressure, wind and seismic load. The spacing must come from an engineer or from the prescriptive tables in your local code - not from a calculator. What follows is conventional practice so you know what to expect.
| Element | Conventional Practice | Notes |
|---|---|---|
| Vertical bar size | #4 or #5 (1/2 or 5/8 in) | Placed toward the tension face, not centred by default |
| Vertical spacing | 16 to 48 in o.c. | 32 in o.c. is common on residential stem walls; deep fill drives it tighter |
| Extra verticals | Each side of every opening, at every corner, at wall ends | One bar minimum, full height |
| Footing dowels | Lapped at least 40 bar diameters | About 20 in for a #4, 25 in for a #5 |
| Bond beam | Top course, floor levels, over openings | 2 bars in a bond beam or lintel block, grouted solid |
| Joint reinforcement (ladder wire) | Every other course, 16 in o.c. | Controls shrinkage cracking; required for stack bond |
| Grout lift height | Max 5 ft per lift without cleanouts | High-lift grouting needs cleanout openings at the base of every cell |
| Control joints | Every 20 to 25 ft and at changes in height | Block shrinks as it cures. Brick expands. Do not copy brick spacing. |
Block shrinks and brick grows. That single fact drives most masonry crack detailing. Concrete block loses moisture and contracts after it is laid, so it needs control joints that let it pull apart cleanly. Fired clay brick absorbs moisture and expands permanently, so it needs expansion joints that let it push. Detail them the same way and one of the two walls will crack.
When you need an engineer and a permit
Almost any structural block wall is permitted work. Get a design professional involved when:
- The wall is load-bearing - carrying floor, roof, beam or column loads.
- The wall is a foundation or basement wall with unbalanced backfill. Bar size and spacing depend on wall height, fill height and soil class, and the prescriptive tables run out fast.
- The wall retains soil. A block retaining wall is a cantilever with a heel and a footing designed for overturning and sliding. Many jurisdictions require engineering above roughly 4 ft measured from the bottom of the footing, but the trigger varies - some are 3 ft, some 30 in, and any surcharge above the wall usually forces engineering regardless of height. Check with your local building department. See our retaining wall calculator before you plan one.
- The wall is freestanding - a garden or privacy wall is a cantilever in the wind and needs a designed footing and vertical steel.
- You are in a high-wind or seismic zone, where reinforcement, grouting and anchorage are all prescribed.
This page estimates materials only. It is not a structural design and it does not replace an engineer, a stamped drawing, or a permit.
How to Lay a Concrete Block Wall
- Pour a footing that is right. Conventionally twice the wall thickness in width and at least as deep as the wall is thick, below the local frost line, with the dowels set while the concrete is wet. Get the dowel spacing right now - drilling and epoxying later costs far more. Use our concrete calculator for the volume.
- Snap lines and dry-lay the first course. Set the whole bottom course out with 3/8 in spacers, corner to corner, before mixing anything. Adjust the layout so you finish on a whole or half block.
- Bed the first course in a full mortar bed on the footing, and take your time leveling it. Every course above copies the first one.
- Build the corners and leads first, four or five courses high, checking level, plumb and diagonal. Then run a mason line and fill the field to the line.
- Face-shell bed the field courses. Mortar on the two face shells only, both bed and head joints. Full bedding is only needed on the starting course, on piers and columns, and where the wall is solid grouted.
- Keep the reinforced cells clear. Any mortar that drops into a grout cell has to come out. Cutting the webs on bond beam block, not chipping the face, is what keeps the horizontal steel continuous.
- Set joint reinforcement every other course, lapped 6 in at splices and stopped short of control joints so the joint can actually move.
- Grout in lifts of 5 ft or less, puddling or vibrating each lift, and stop the pour about 1-1/2 in below the top of the course so the next lift keys in. Taller pours need cleanout openings cut at the base of every grouted cell so an inspector can see the bar and the cell is clean.
- Tool the joints when the mortar is thumbprint hard. A concave joint is the most weather-resistant and the easiest to strike consistently.
- Waterproof and drain below grade. Parge coat plus a sheet or fluid-applied membrane on the soil side, a footing drain in washed stone, and backfill only after the wall is braced or the floor framing is on. Backfilling an ungrouted, unbraced block wall is how basement walls end up bowed.
Block Wall Costs
| Item | Typical Material Cost | Notes |
|---|---|---|
| 8 x 8 x 16 standard block | $1.80 - $3.00 each | About $2 to $3.40 per sq ft of wall |
| 12 x 8 x 16 block | $3.00 - $5.00 each | Foundation and deep-fill walls |
| Corner / bullnose / bond beam block | $3.00 - $6.00 each | Order them; do not plan on cutting them |
| Pre-mixed mortar, 80 lb | $7 - $11 per bag | About 9 bags per 100 block |
| Masonry cement, 70 lb + sand | $10 - $15 + $40 - $60 per ton | Cheaper past a few hundred block |
| Core-fill grout, bagged | $6 - $9 per 80 lb bag | Roughly 0.6 cu ft per bag |
| Ready-mix grout, delivered | $150 - $220 per cu yd | Worth it past about 1.5 cu yd |
| #4 rebar, 20 ft stick | $9 - $16 | Plus ties and chairs |
| Ladder joint reinforcement | $0.35 - $0.70 per lin ft | Every other course |
| Installed block wall, labor + material | $12 - $25 per sq ft | Grouting, steel and height all push the top end |
The block itself is rarely the expensive part. On a solid-grouted, fully reinforced foundation wall, grout and steel can equal the cost of the block, and labor is usually more than both. A mason lays 150 to 250 standard blocks a day on plain field work, and far fewer once corners, bond beams and grout lifts are in the sequence.
Where block genuinely beats poured concrete is on small or awkward jobs - no forms to build, strip and haul, no truck access needed, and you can stop and start. Poured concrete wins on tall walls, on long straight runs, and anywhere speed matters.
Related calculators: brick for a veneer over this wall, mortar and grout coverage for a bag count, concrete bags for small pours, gravel for the drainage stone, and square footage if the wall layout is irregular.
Block Fill Reference: Grout Volume by Fill Spacing
Block fill is the number people get wrong, because almost every published figure assumes the wall is grouted solid and almost no residential wall is. Cells in standard block sit 8 in apart, so filling at 16 in o.c. is half the cells, 24 in o.c. is a third, 32 in o.c. is a quarter, and 48 in o.c. is a sixth. Everything scales from there.
80 lb bags = Cubic yards Γ 45 (at 0.6 cu ft per bag)
Cubic yards of grout per 100 sq ft of wall
| Vertical Fill Spacing | Cells Filled | 6 in Block | 8 in Block | 10 in Block | 12 in Block |
|---|---|---|---|---|---|
| Every cell β solid grouted | All | 0.67 | 1.00 | 1.29 | 1.67 |
| 16 in o.c. | 1 in 2 | 0.34 | 0.50 | 0.65 | 0.84 |
| 24 in o.c. | 1 in 3 | 0.22 | 0.33 | 0.43 | 0.56 |
| 32 in o.c. | 1 in 4 | 0.17 | 0.25 | 0.32 | 0.42 |
| 48 in o.c. | 1 in 6 | 0.11 | 0.17 | 0.22 | 0.28 |
80 lb bags of core-fill grout per 100 sq ft of wall
| Vertical Fill Spacing | 6 in Block | 8 in Block | 10 in Block | 12 in Block |
|---|---|---|---|---|
| Every cell β solid grouted | 30 | 45 | 58 | 75 |
| 16 in o.c. | 15 | 23 | 29 | 38 |
| 24 in o.c. | 10 | 15 | 19 | 25 |
| 32 in o.c. | 8 | 11 | 14 | 19 |
| 48 in o.c. | 5 | 8 | 10 | 13 |
Two figures worth memorising: an 8 in wall grouted solid is one cubic yard per 100 sq ft, and one 80 lb bag fills about two and a half 8 in blocks. Everything else on this page is a multiple of those.
Bond beams are counted separately. A grouted bond beam course in 8 in block takes roughly 0.18 cu ft per linear foot β about one 80 lb bag every 3 linear feet. Add the top course, every floor-level beam and every lintel over an opening to whatever the vertical fill comes to.
Order 5β10% over whatever the table says. Grout finds every gap in a mortar joint and every knocked-out web, and running short mid-lift leaves a cold joint in the middle of a reinforced cell. The bag-versus-truck break point is about 1.5 cu yd, roughly 65 bags β below that, bagged core-fill avoids any truck minimum; above it, ready-mix arrives at the right slump and costs less per yard.
For a bag count on a specific wall, the mortar and grout calculator works from coverage; for small ready-mix quantities see the concrete bags calculator.
How Many Blocks Come on a Cube, Bale or Pallet?
Supply yards sell block by the strapped unit, not by the piece, and the words differ by region β cube, bale, bundle and pallet all describe the same thing. What they do not describe is a fixed count. A cube is built to a weight and handling limit, so the heavier the block, the fewer come on it, and two yards 20 miles apart will often band the same block differently.
| Block | Typical per Cube | Approx. Cube Weight | Wall Coverage per Cube |
|---|---|---|---|
| 4 x 8 x 16 | 120β180 | 3,100β4,700 lb | 107β160 sq ft |
| 6 x 8 x 16 | 90β120 | 2,700β3,600 lb | 80β107 sq ft |
| 8 x 8 x 16 | 90β120 (90 most often quoted) | 3,200β4,300 lb | 80β107 sq ft |
| 10 x 8 x 16 | 60β90 | 2,600β4,000 lb | 53β80 sq ft |
| 12 x 8 x 16 | 45β72 | 2,300β3,700 lb | 40β64 sq ft |
Treat these as ranges, not specifications. Counts vary by manufacturer, by region and by whether the block is normal or lightweight aggregate. The one number that is fairly consistent is the cube weight, because it is set by what a boom truck or forklift can safely place β which is why a 12 in cube holds around half as many pieces as an 8 in cube.
Working it out for your supplier
- Ask for the count. Every yard knows it, and the question takes ten seconds. Failing that, divide the cube weight by the block weight β a 3,240 lb cube of 36 lb standard 8 in block is 90 pieces.
- Convert to wall area to check the order. At 1.125 blocks per sq ft, a 90-block cube covers 80 sq ft of wall and a 108-block cube covers 96 sq ft. An 8 ft by 30 ft wall β 240 sq ft, 270 blocks β is three cubes plus change.
- Order specials by the piece. Corner, bullnose, bond beam, lintel and half blocks rarely come by the cube in residential quantities.
- Check how it will be delivered. A 3,000 lb-plus cube needs a boom truck or forklift and firm ground to set on. If the truck can only drop at the curb, plan how the block gets to the wall.
Outside the US, "bale" or "pack" is the usual term and counts are lower because the blocks are larger β dense aggregate and aircrete blocks are commonly packed in the region of 40 to 80 pieces. Merchants there normally quote a square-meter coverage per pack rather than a piece count, which is the more useful figure anyway.
Blocks per Square Meter: Metric Block Sizes
Outside North America block is estimated per square meter, and the count depends entirely on which regional standard the block follows. All three figures below include a 10 mm mortar joint, which is the metric equivalent of the 3/8 in joint built into US nominal sizing.
| Standard | Block Face (actual) | With 10 mm Joints | Blocks per mΒ² | Blocks per 10 mΒ² |
|---|---|---|---|---|
| Australia / NZ "190 block" | 390 x 190 mm | 400 x 200 mm | 12.5 | 125 |
| 200 mm module (390 x 190 face) | 390 x 190 mm | 400 x 200 mm | 12.5 | 125 |
| UK / Ireland standard block | 440 x 215 mm | 450 x 225 mm | 9.88 (call it 10) | 99 |
| US CMU, 8 x 16 in nominal face | 397 x 194 mm | 406 x 203 mm | 12.11 | 121 |
The short answers: a 190 block is 12.5 per square meter; a UK 440 x 215 block is 10 per square meter; a US 8 x 16 CMU is 12.1 per square meter, which is the metric restatement of 1.125 per square foot. Note that the block's thickness β 90, 140, 190 or 215 mm β never changes the count. Only the face dimensions do.
Terminology also differs. Where a US mason says "8 inch block", an Australian says "190 block" and a British builder says a "100" or "140" block, all naming the wall thickness rather than the face. You may also see block described as laid "on flat" or "on edge", which tells you which face is bedded and therefore how thick the finished wall is β confirm which orientation any quoted quantity assumes before you order.
To convert between systems: blocks per mΒ² = blocks per sq ft Γ 10.764. Add the same waste allowance you would use in imperial β 5% on a plain rectangular wall, 10% once there are corners, openings and cuts.
Cinder Block vs Concrete Block vs CMU
Three names, one product. At every supply yard in the country they are the same thing, and a "cinder block calculator", a "concrete block calculator" and a "CMU calculator" all do identical arithmetic.
- Cinder block is a historical name. True cinder block used coal cinders β furnace ash β as the aggregate, and it has not been produced in volume for decades because the cinders themselves largely stopped being produced.
- Concrete block is the everyday name for what replaced it: a unit made with sand, gravel or lightweight aggregate and Portland cement.
- CMU β concrete masonry unit β is the specification term, and what appears on drawings, in codes and on the submittal for the block you are buying.
What does matter is the standard the unit is made to: ASTM C90 for loadbearing units, ASTM C129 for non-loadbearing ones at a minimum of 600 psi. C129 block is fine in a partition and is never acceptable in a wall carrying load or resisting soil, so check the stamp on any structural job. Weight grade is a separate choice β normal, medium and lightweight units all meet C90.
Manufacturer-branded searches β a Cemex, Oldcastle or Basalite block calculator β point at the same standard modular units, because every producer in a market makes to the same face dimensions. What varies by producer is the exact cell geometry, so if you need core-fill volume to better than about 5%, pull the actual unit's data sheet rather than using a generic figure. And if someone offers you genuinely old salvaged cinder block, do not use it structurally: it is weaker than modern C90 units and its strength is untestable in place.
Frequently Asked Questions
How many concrete blocks do I need per square foot?
1.125 blocks per square foot, or 112.5 per 100 square feet. That figure holds for 4, 6, 8, 10 and 12 in block because they all have the same 8 x 16 in face including mortar joints. Half-high (soap) block has a 4 x 16 face, so it takes 2.25 per square foot.
What is the actual size of an 8 inch concrete block?
A nominal 8 x 8 x 16 block actually measures 7-5/8 x 7-5/8 x 15-5/8 in. The missing 3/8 in on every dimension is the mortar joint, so the block plus its joints occupies exactly 8 x 16 in of wall. Order and lay out by nominal size; measure by actual size when you are checking a fit.
How many bags of mortar do I need per 100 blocks?
About 9 bags of 80 lb pre-mixed mortar per 100 blocks, or 12 bags of 60 lb. Using masonry cement and sand instead, budget about 3.5 bags of 70 lb masonry cement plus 1,000 lb of sand. Bag yields differ between brands by 20% or more, so check the coverage printed on the bag.
How much grout does it take to fill concrete block cores?
An 8 in wall grouted solid takes about one cubic yard per 100 square feet, which is 0.24 cu ft per block. A 6 in wall takes 0.67 cu yd and a 12 in wall 1.67 cu yd per 100 sq ft. If you are only filling reinforced cells, the volume scales with spacing - cells sit 8 in apart, so grouting at 32 in o.c. fills a quarter of them.
Can I use concrete or mortar to fill block cores instead of grout?
No. Core fill has to be ASTM C476 grout - a fluid mix with an 8 to 11 in slump and pea gravel or no coarse aggregate at all. Ordinary concrete is too stiff to flow past the block webs and around the bar, leaving voids exactly where the steel needs encasement. Mortar is stiffer still and is only meant for joints.
How far apart should rebar be in a block wall?
Conventional residential practice is #4 or #5 vertical bars at 16 to 48 in on center, with 32 in o.c. common on stem walls, plus a bar each side of every opening and at every corner and wall end. The real spacing depends on wall height, backfill height, soil class and wind or seismic loading, and must come from an engineer or your local prescriptive code table. Lap footing dowels at least 40 bar diameters.
Which mortar type is right for a block wall?
Type S for anything at or below grade, for foundation and stem walls, and for walls resisting lateral load - it has the flexural bond strength that matters when a wall is bending. Type N is fine for above-grade non-structural block. Type M is for masonry in contact with earth and severe frost. Type O has no place in a structural block wall.
How many blocks are in a course, and how many courses in an 8 foot wall?
Multiply the wall length in feet by 0.75 for blocks per course - a 30 ft wall is 23 blocks. Divide the height in inches by 8 for courses - an 8 ft wall is 12 courses. Designing in 8 in height and 16 in length increments means almost no cutting.
Is cinder block the same as concrete block?
In practice, yes - the terms are used interchangeably at every supply yard. True cinder block used coal ash as aggregate and has not been produced in volume for decades. What you buy today is a concrete masonry unit meeting ASTM C90, with a minimum net compressive strength of 2,000 psi.
How much does an 8 inch concrete block weigh?
A normal-weight 8 x 8 x 16 block weighs about 36 lb; the lightweight version is around 28 lb. A 12 in block runs 52 lb normal weight. On a wall of 300 blocks that difference is about 2,400 lb of lifting, which is why lightweight units are worth the premium on anything tall.
Do I need a permit or an engineer for a block wall?
For any load-bearing wall, foundation wall, or wall retaining soil - yes, expect both. Many jurisdictions require an engineered design for retaining walls above roughly 4 ft measured from the bottom of the footing, and some set the trigger at 3 ft or 30 in. Any surcharge above the wall usually forces engineering regardless of height. Freestanding garden walls often need a permit too. Thresholds vary - check with your local building department before you build.
How high can I grout a block wall in one pour?
5 ft per lift is the conventional limit for low-lift grouting. Anything taller is high-lift grouting, which requires cleanout openings cut at the base of every grouted cell so the cells can be inspected and cleaned before the pour. Stop each lift about 1-1/2 in below the top of the course so the next lift keys into it.
Where do control joints go in a block wall?
Conventionally every 20 to 25 ft, at abrupt changes in wall height or thickness, at one side of openings over about 6 ft wide, and at pilasters. Concrete block shrinks as it cures, so control joints let it pull apart cleanly. Do not copy brick spacing - brick expands and needs expansion joints, which are a different detail entirely.
Can I backfill against a new block wall right away?
No. Backfilling an ungrouted, unbraced block wall is the most common way basement and stem walls end up bowed or cracked. Wait until the grout has cured, the steel is in place, and the wall is braced or the floor framing is attached. Backfill in lifts, compact each lift, and keep heavy equipment well away from the wall.
How many bags of concrete does it take to fill a block wall?
It has to be core-fill grout rather than concrete, and for 8 in block grouted solid the answer is 45 bags of 80 lb per 100 sq ft of wall β about one bag per two and a half blocks. Filling only the reinforced cells scales it down: 23 bags at 16 in o.c., 15 at 24 in o.c., 11 at 32 in o.c. and 8 at 48 in o.c. Past about 1.5 cubic yards, roughly 65 bags, order ready-mix instead.
How many concrete blocks are in a cube?
Most commonly 90 for standard 8 x 8 x 16 block, but 108 and 120 are both normal and the count varies by manufacturer and region. Cubes are banded to a weight and handling limit rather than a fixed piece count, so heavier block means fewer per cube β 12 in block is often 45 to 72. A 90-block cube covers about 80 sq ft of wall. Ask your yard for the count, or divide the cube weight by the block weight.
How many blocks are in a bale or a pallet?
"Bale", "bundle", "cube" and "pallet" all describe the same strapped unit, and none of them has a universal count. For US CMU expect roughly 45 to 180 depending on size and weight; outside the US, dense aggregate and aircrete packs commonly run in the region of 40 to 80 pieces because the blocks are larger. Merchants outside the US usually quote square meters of coverage per pack, which is the more useful number β ask for that rather than a piece count.
How many 190 blocks are there per square meter?
12.5 blocks per square meter. A 190 block has a 390 x 190 mm face, and with a 10 mm mortar joint it occupies 400 x 200 mm, which is exactly 0.08 mΒ². So 10 mΒ² of wall takes 125 blocks before waste. The block's thickness never affects the count β only the face dimensions do.
How many blocks per square meter for a UK 440 x 215 block?
Just under 10 per square meter β 9.88 to be exact. With a 10 mm joint a 440 x 215 mm block occupies 450 x 225 mm, or 0.10125 mΒ². Ten per square meter is the working figure every merchant uses, and it already leaves a little in hand. For comparison, a US 8 x 16 in CMU works out at 12.11 per square meter.
How much mortar do I need per block?
Roughly 0.02 to 0.03 cubic feet per block with conventional face-shell bedding, which is 2 to 3 cubic feet per 100 blocks. In bags that is about one 80 lb bag of pre-mixed mortar per 12 blocks, or one 60 lb bag per 9. Full bedding on the starting course, on piers and on solid-grouted walls uses considerably more, and bag yields differ between brands by 20% or more β check the coverage printed on the bag you are buying.
Is a cinder block calculator the same as a concrete block calculator?
Yes. Cinder block, concrete block and CMU are three names for the same modular unit, and the arithmetic is identical β 1.125 blocks per square foot for anything with an 8 x 16 in face. True cinder block used coal ash as aggregate and has not been made in volume for decades. Manufacturer-branded searches point at the same standard units too; what varies by producer is the exact cell geometry, so pull the unit's data sheet if you need core-fill volume to better than about 5%.
How many concrete blocks do I need for a 10 x 10 ft wall?
100 sq ft of wall takes 113 blocks at 1.125 per square foot. Counting by course gives a slightly safer 120: a 10 ft wall is 7.5 β call it 8 β blocks per course, and 10 ft of height is 15 courses. Add 5% waste on a plain rectangular wall, or 10% once there are corners, openings and cuts, and order corner and half blocks separately by the piece.
Estimates for planning only. Quantities are calculated from standard coverage and yield figures and include a waste allowance. Always confirm against the manufacturer figures on the product you buy, and check local requirements before ordering. See our full method and assumptions.