SettingsSettings for this calculationUS
The total cement plus SCM, as mass per unit volume of concrete.
This is the mix design's total binder content, quoted per cubic metre or per cubic yard of concrete rather than as a plain weight — check your mix design sheet or the Concrete Mix Ratio Calculator.
The type of SCM being used.
Fly ash and silica fume have different typical replacement ranges and effects on the mix.
The percentage of total cementitious mass to replace with the SCM.
Stay within the typical range for your chosen SCM type unless your mix design engineer specifies otherwise.
Portland cement required
17.48 pcf
- SCM mass required
- 4.37 pcf
They open the calculator with your figures already in it
Fly Ash / Silica Fume SCM Replacement Calculator: 17.48 pcf — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
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How this was calculated
Formula source(s)
- Supplementary cementitious materials commonly replace 15-30% of portland cement by mass for fly ash (ACI 232.2R) and 5-10% for silica fume (ACI 234R), reducing embodied carbon and, at these replacement levels, generally improving long-term strength and durability
Inputs used
- Total Cementitious Material Content
- 589.94 lb/yd³
- SCM Type
- Fly Ash (Class F, typical 15-30% replacement)
- Replacement Percentage
- 20
Intermediate steps
- SCM mass required
- 4.37 pcf
What this calculation does not cover
- This is a mass split and nothing else. It divides the binder you type at the percentage you type; it does not check that the resulting concrete meets its specified strength, water-cementitious ratio, air content or slump. Replacing cement changes water demand and admixture dosage, and none of that is recalculated here.
- It does not check your project specification. Specs, exposure classes and durability provisions routinely cap how much fly ash or silica fume is permitted, and some structural and cold-weather applications restrict it further. The confidence note only compares your percentage against a published typical band, never against the job you are batching for.
- Nothing about the SCM material itself is modelled: fly ash class and loss on ignition, whether silica fume arrives densified or as slurry, alkali and sulfate content, or batch-to-batch variability. It assumes a conforming, tested material (ASTM C618 for fly ash, C1240 for silica fume) and treats every unit of SCM as the same mass of cement removed.
- Early strength gain is not adjusted. Fly ash mixes build strength more slowly at early ages, and this calculation gives you no revised age for formwork striking, post-tensioning, sawcutting or opening to traffic. Those come from trial mixes or in-place maturity testing, not from a mass split.
- One SCM at a time, and no carbon number. Ternary blends of cement plus fly ash plus silica fume are not computed in a single pass, and the calculator reports no embodied-carbon saving — the mass split alone does not produce a kgCO2e figure.
Add the equipment this sizes
This result is a specification — 17.48 pcf — not a quantity. Put the thing it sizes into your project: how many, what you call it, and your supplier’s price.
Computed in your browser — nothing you enter is uploaded. Presented in US customary units and US trade terminology. Where a formula follows a published standard, that standard and its edition are cited beside it on this page; where none governs, the page says so. Local amendments override model codes — verify against the code in force where you build.
Sources checked 2026-09-02 · in the site-wide review of 2026-09-06 · v1.1.1
Regulatory standards & verification citations1
- Supplementary cementitious materials commonly replace 15-30% of portland cement by mass for fly ash (ACI 232.2R) and 5-10% for silica fume (ACI 234R), reducing embodied carbon and, at these replacement levels, generally improving long-term strength and durability
Which documents these citations point at
Standards referenced: ACI 232.2R, ACI 234R (American Concrete Institute, United States).
Cite this page
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