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Specifying Concrete Mixes for South African Projects

May 11, 2027
5 min read
By MCFAR Group

SANS 50197 / SANS 10100 is the operating manual for South African concrete specification. Most domestic clients never see it, but the difference between specifying RC30 and RC32/40-XC2-Dmax 20 shows up in service life, cost, and contractor confidence.

The SANS 50197 / SANS 10100 designation

A full concrete specification looks like: RC32/40 XC2 Dmax 20 S3

  • RC32/40: Strength class — 32 N/mm² cylinder, 40 N/mm² cube
  • XC2: Exposure class — corrosion induced by carbonation, wet-rarely-dry
  • Dmax 20: Maximum aggregate size 20mm
  • S3: Slump class (workability)

Common South African exposure classes

  • X0: No risk — internal dry concrete (interior structure)
  • XC1: Permanently dry or permanently wet (foundations below water table)
  • XC2: Wet, rarely dry (most foundations, parking)
  • XC3/XC4: Moderate humidity / cyclic wet-dry (external walls, exposed)
  • XF1–XF4: Freeze-thaw exposure (external slabs)
  • XS1–XS3: Marine chloride (coastal sites)
  • XD1–XD3: De-icing chloride (car parks, road bridges)

Designated mixes (residential shortcuts)

SANS 50197 / SANS 10100 provides pre-defined mixes for common situations:

  • GEN1: Strip foundations, blinding
  • GEN3: Footings, oversite, garage floors
  • RC25: Reinforced slabs, light residential
  • RC32/40: Typical reinforced concrete
  • RC40/50: Higher strength, exposed reinforced
  • FND2: Sulfate-resistant foundations
  • FND3/FND4: Higher sulfate class foundations

Cover requirements

Minimum concrete cover to reinforcement depends on exposure class:

  • Internal dry (XC1): 15mm
  • XC2 foundations: 30mm
  • XC4 external walls: 35mm
  • XS3 marine: 50mm+

Inadequate cover is the most common cause of premature deterioration.

Cement replacement

GGBS (ground granulated blast furnace slag) and PFA (pulverised fuel ash) replace a portion of Portland cement:

  • GGBS: up to 70% replacement
  • PFA: up to 35% replacement
  • Benefits: lower embodied carbon, better sulfate resistance, lower heat of hydration
  • Trade-offs: slower early strength gain

Common specification mistakes

  • Not specifying exposure class
  • Wrong slump for the placement method
  • Specifying maximum aggregate size larger than possible to place
  • Missing sulfate class on contaminated sites

MCFAR specifies concrete to SANS 50197 / SANS 10100 on all projects.

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Frequently Asked Questions

Can I just order "C25" concrete?

Old terminology — modern designation is RC25/30 or higher. Be specific about exposure class to avoid issues.

Is GGBS concrete really lower carbon?

Yes — substituting 50% GGBS typically halves the embodied carbon of the mix. Specify it explicitly on every project.