Cinder Block Calculator

Enter a wall, foundation, steps or square feet and get concrete blocks (cinder, cement or CMU) by type, mortar bags, core fill grout and rebar.

Units
What are you building?

Nominal size. The block itself is 7 ⅝ × 7⅝ × 15⅝ in, leaving room for a ⅜ in mortar joint.

Wall length
ft
in
Wall height
ft
in
ft
ft

Doors, windows and vents, taken off the wall area.

Wall ends
Core fill
in

Rounded to the 8 in (20 cm) cell spacing. IRC R606.12.3.2 allows at most 48 in (122 cm) on center in Seismic Design Category D0 and D1; your plans or building department set the real spacing.

Lays about 13 8 × 8 × 16 in blocks per bag (Quikrete data sheets 1136 and 1102).

%

Blocks: NCMA adds 5% for breakage.

%

BIA adds 15 to 25%.

Concrete blocks to buy

99blocks

90 blocks fill the wall; the count adds 5% for breakage and buys half blocks for the ends.
Standard blocks
76
Half blocks
7
Bond beam blocks
16
Mortar, 80 lb bags
8
Core fill
11.5 cu ft
Vertical bars
6× 4 ft
20 ft4 ft

6 courses in running bond, bond beam on top, 6 grouted cells with rebar at 48 in.

The math
  1. Courses

    4 ft ÷ 8 in per course, rounded up = 6 courses (4 ft)

  2. Wall area

    20 ft × 4 ft = 80 sq ft

  3. Blocks in the wall

    80 sq ft ÷ 0.889 sq ft per block face = 90 blocks

  4. Half blocks

    every other course, at each free end and jamb, plus waste = 7 half blocks

  5. Bond beam course

    20 ft ÷ 16 in, plus waste = 16 bond beam blocks

  6. Standard blocks

    (90 − half and bond beam units) × 1.05 = 76 blocks

  7. Core fill

    80 sq ft × 6.1 cu ft per 100 sq ft (cells at 48 in) = 4.88 cu ft

  8. Bond beam grout

    20 ft × 0.33 cu ft per ft = 6.6 cu ft

  9. Grout bags

    11.48 cu ft ÷ 0.66 cu ft per 80 lb bag = 18 bags

  10. Mortar

    90 blocks × 1.15 ÷ 13 blocks per bag = 8 bags

Core fill volumes are NCMA TEK 04-02A Table 3 values for two-core block and include 3% waste.

Material list

20 ft × 4 ft wall, 8 × 8 × 16 in block

QuantityItem
76blocks

Concrete block 8 × 8 × 16 in

stretcher units

7blocks

Half block 8 × 8 × 8 in

for the ends of alternate courses

16blocks

Bond beam block 8 × 8 × 16 in

top course

8bags

Quikrete Mason Mix or Mortar Mix, 80 lb

18bags

Preblended masonry grout, 80 lb

11.48 cu ft (0.43 cu yd) of core fill

6bars

Vertical rebar

4 ft each, size per your plans

20ft

Horizontal rebar in the bond beam

add laps as your plans require

A standard 8 × 8 × 16 in concrete block covers 0.889 sq ft of wall once the mortar joint is counted, so a wall takes 1.125 blocks per square foot, or 112.5 per 100 sq ft. Add 5% for breakage and you buy 119 blocks for every 100 sq ft. Cinder block, cement block, concrete block and CMU (concrete masonry unit) all count the same way.

How the block count is calculated

Following NCMA TEK 04-02A, the net wall area is divided by the face of one block. The face is the same for 4 to 12 in block, so the count does not change with the width.

blocks = (length × height − openings) ÷ 0.889 sq ft × (1 + waste)

Height is rounded up to whole 8 in courses. The count is then split into what you order: half blocks where every other course ends at a free end or jamb, bond beam blocks for the top course, and standard blocks for the rest.

Worked example: a 20 ft block wall, 4 ft high

The calculator opens on this wall: 20 ft long, 4 ft high, 8 in block, both ends free, a bond beam on top and rebar cells grouted every 48 in.

  • 4 ft ÷ 8 in = 6 courses, and 20 ft × 4 ft = 80 sq ft of wall.
  • 80 sq ft ÷ 0.889 = 90 blocks fill the wall.
  • Half blocks: 2 free ends × 3 alternate courses = 6, plus 5% = 7 half blocks.
  • Bond beam: 20 ft ÷ 16 in = 15, plus 5% = 16 bond beam blocks.
  • Standard blocks: (90 − 3 − 15) × 1.05 = 75.6, so 76 blocks.
  • Total to buy: 99 blocks.
  • Mortar: 90 × 1.15 ÷ 13 blocks per bag = 8 bags of 80 lb Quikrete Mason Mix.
  • Core fill: 80 sq ft × 6.1 cu ft per 100 sq ft = 4.88 cu ft in the rebar cells, plus 20 ft × 0.33 cu ft/ft = 6.6 cu ft in the bond beam. That is 11.48 cu ft, or 18 bags of 80 lb grout at 0.66 cu ft each.
  • Vertical rebar: 240 in ÷ 48 in + 1 = 6 bars, each 4 ft long.

Block sizes: nominal and actual

Block is sold by its nominal size, which includes one 3/8 in mortar joint. The block itself is 3/8 in smaller in every direction (NCMA CMU-TEC-001), and the IRC sets bed and head joints at 3/8 in (R606.3.1).

Nominal sizeActual size
4 × 8 × 16 in3⅝ × 7⅝ × 15⅝ in
6 × 8 × 16 in5⅝ × 7⅝ × 15⅝ in
8 × 8 × 16 in7⅝ × 7⅝ × 15⅝ in
10 × 8 × 16 in9⅝ × 7⅝ × 15⅝ in
12 × 8 × 16 in11⅝ × 7⅝ × 15⅝ in

Half blocks (8 × 8 in face) finish the ends of running bond. A corner block has one finished end and replaces a stretcher at every course of a corner, so it is counted inside the standard blocks.

Cinder blocks for a foundation

Switch to Foundation and enter the outside length and width. The walls overlap at the four corners, so the calculator lays block along the centerline: 2 × (length + width) − 4 × the block width. A 30 × 20 ft foundation in 8 in block runs 97 ft 4 in; at 8 ft high that is 12 courses, 876 blocks in the wall and 921 to buy with the bond beam and 5% waste, 78 bags of mortar, 25 vertical bars and 79.6 cu ft of grout. At that volume, order grout or concrete by the yard; the concrete footing calculator sizes the footing the wall sits on.

Cinder blocks for steps

In Steps mode each step is one 8 in course, and every course is as many block rows deep as the treads above it. Three steps, 4 ft wide with 16 in treads, take 3 blocks per row and 6, 4 and 2 rows: 36 blocks, 38 with waste, and 4 bags of mortar. Most block steps get a concrete cap or tread; the concrete steps calculator works out the concrete for a cast set instead.

Block wall by square feet

Square feet mode skips the layout: 100 sq ft is 112.5 blocks, 119 with waste, and 10 bags of mortar, without half or bond beam blocks.

Core fill, bond beams and rebar

NCMA TEK 04-02A Table 3 gives grout per 100 sq ft of wall by width and by how far apart the grouted cells are: 6.1 cu ft for 8 in block at 48 in, 36.1 cu ft when every core is filled. Filling every core of the example wall takes 28.9 cu ft, or 35.5 cu ft with the bond beam: about three times the partial fill. A bond beam (a U-shaped course with horizontal rebar) takes about 2.0 linear ft per 80 lb bag in 8 in block (Table 5). NCMA does not recommend grouting 4 in block, so the calculator turns core fill off for it.

The rebar spacing default of 48 in is the maximum the IRC allows in Seismic Design Category D0 and D1 (R606.12.3.2); your plans, engineer or building department set the real spacing and bar size. Count the bars and their length here, then work out the steel for the footing with the rebar calculator.

Mortar bags per block

Quikrete rates an 80 lb bag of Mason Mix or Mortar Mix at up to 13 blocks, Sakrete 12 for its Type S, and NCMA's field average is 16. The calculator adds 15% mortar waste, the low end of BIA's 15 to 25%. For Type N or S, or mixing your own, open the mortar calculator.

What to work out next