Key points
- ASTM C90 (load-bearing concrete block): minimum average net-area compressive strength 2,000 psi (13.8 MPa).
- The limit was raised in the 2014 revision from 1,900 to 2,000 psi and applies to all density classes (normal, medium, light).
- Insulated block contains an insulating layer/insert that reduces heat transfer through the wall, counted in the wall's U-value.
- Ask the manufacturer for strength and dimension test certificates.
Concrete block is the most widely used material in residential walls. Its quality affects wall durability, load-carrying ability (in load-bearing walls) and thermal and acoustic insulation.
1) The ASTM C90 strength requirement
The American standard ASTM C90 covers load-bearing concrete masonry units. The US Concrete Masonry & Hardscapes Association (CMHA) states12:
- Minimum compressive strength on the net area = 2,000 psi (13.8 MPa).
- The limit was raised in the 2014 revision from 1,900 psi (13.1 MPa) to 2,000 psi.
- The standard defines three density classes (lightweight, medium and normal weight), and the stated minimum is one figure for all ASTM C90 units.
2) Common block types
| Type | Description | Notes |
|---|---|---|
| Hollow | Vertical cores | Lighter; cores are filled with concrete and steel in some designs. |
| Solid | No cores or small cores | Heavier; used where higher strength is required or in specific locations. |
| Insulated | With an insulating layer or insert (e.g. polystyrene) | Improves the wall's thermal insulation; its performance counts in envelope design under the energy code. |
| Lightweight | With lightweight aggregate | Reduces dead loads and improves insulation somewhat. See also AAC blocks. |
3) Loadbearing and infill walls: what differs?
| Item | Loadbearing wall | Infill (non-loadbearing) wall |
|---|---|---|
| Function | Carries the roof and floors above | Divides space and encloses the concrete frame |
| Blocks | Needs loadbearing blocks meeting strength requirements, such as ASTM C901 | Blocks per the design (standard, insulated, lightweight) |
| Later changes | Never demolished or opened for a door without a structural engineer | Easier to alter, but watch for services inside |
| Tie to the frame | Tying walls to columns and beams and movement joints follow the structural details; a vertical crack where a wall meets a column recurs when the tie or joint is missing (practical advice) | |
4) Insulation, sound and damp
- Heat: insulated blocks improve wall insulation and count in the design U-value. See thermal insulation.
- Sound: wall mass matters most; a single block wall with a sealed surface (plaster or paint) gives about STC 45–55, and joints must be fully filled with no gaps3. See sound insulation.
- Damp: rising damp is usually linked to a missing or weak damp-proof layer4. See damp walls.
5) What you can check by eye and what needs testing
| By eye (owner) | Needs a test or design review |
|---|---|
| Wall straightness and plumb, full joints, breakages, match with the drawing | Block strength (lab certificate), loadbearing capacity, structural ties, required acoustic or thermal performance |
6) On delivery
- Ask for a recent strength test certificate from an accredited lab, and dimensional compliance.
- Inspect random samples: broken edges, cracks, uniform colour and texture.
- Check the type (load-bearing/non-load-bearing, insulated) matches the drawings.
- Store blocks on level, clean ground away from contamination.
- Don't lay very wet or very dry blocks without following the supervisor's wetting advice.
Sources
The number next to a statement points to its source in this list. Sources back the general information; anything marked “practical advice” is editorial experience, not a quoted source. Anything that affects safety, structural design or electrical installations needs a licensed professional, and in Saudi Arabia the binding reference is the Saudi Building Code.
- 1What is the Minimum Required Compressive Strength for Concrete Masonry? (ASTM C90) — Concrete Masonry & Hardscapes Association (CMHA)
- 2Concrete Masonry Unit Shapes, Sizes, Properties, and Specifications (CMU-TEC-001) — Concrete Masonry & Hardscapes Association (CMHA) — technical note
- 3Controlling Sound Transmission through Concrete Block Walls, Construction Technology Update No. 13 (Warnock) — National Research Council Canada
- 4Diagnosing the causes of dampness in buildings — BRE (Building Research Establishment)