Web Tools

Step-by-Step: Build an Online Concrete Mix Design Calculator

April 17, 2026
online-concrete-mix-design-calculator

What This Tool Does

A concrete mix design calculator takes your target compressive strength, exposure conditions, and available materials, then computes the proportions of cement, water, fine aggregate, and coarse aggregate per cubic meter of concrete. Following ACI 211.1 methodology ensures your mix meets both strength and durability requirements.

Input Requirements

Your calculator needs the following inputs from the user:

The ACI 211.1 Procedure

Step 1: Water Content

Estimate the mixing water requirement from ACI Table A1.5.3.3 based on slump and aggregate size. For air-entrained concrete, use the air-entrained column.

Step 2: Water-Cement Ratio

Select the lower of the w/c ratio from the strength table (ACI Table A1.5.3.4) and the durability table. This governs the cement content: cement = water / (w/c ratio).

Step 3: Coarse Aggregate Volume

Use ACI Table A1.5.3.6 to find the bulk volume of coarse aggregate per unit volume of concrete. Multiply by the dry-rodded unit weight to get the mass of coarse aggregate.

Step 4: Fine Aggregate by Absolute Volume

Calculate the absolute volume of each component (water, cement, air, coarse aggregate), sum them, and subtract from 1.0 m³. The remainder is the fine aggregate volume. Convert to mass using specific gravity.

Implementing the Logic

Store the ACI tables as JavaScript arrays or objects. Use linear interpolation for values between table entries. Display each intermediate step — not just the final mix — so the engineer can verify the calculation path. This transparency is critical for peer review and code compliance documentation.

Output Format

Sample output per 1 m³ of concrete:
Cement: 380 kg | Water: 190 L | Fine Aggregate: 725 kg | Coarse Aggregate: 1,050 kg
W/C Ratio: 0.50 | Air Content: 2.0% | Unit Weight: 2,345 kg/m³

Include a batch calculator that scales quantities to the user's mixer size — a 0.5 m³ mixer on site needs different quantities than a 1.0 m³ batch at the plant.

Sample Code

// Concrete mix design proportioning (ACI 211 simplified)
function mixDesign(fcTarget, slump, maxAgg) {
  // fcTarget in MPa, slump in mm, maxAgg in mm
  const wcRatio = fcTarget <= 25 ? 0.55 :
                  fcTarget <= 30 ? 0.48 : 0.40;

  // Estimate water content based on slump and aggregate
  let water = 180;  // kg/m3 baseline
  if (slump > 100) water += 15;
  if (maxAgg <= 10) water += 25;

  const cement = (water / wcRatio).toFixed(0);
  const fineAgg   = 700;   // kg/m3 typical
  const coarseAgg = 1050;  // kg/m3 typical

  return {
    wc_ratio: wcRatio,
    water_kg: water,
    cement_kg: +cement,
    fine_agg_kg: fineAgg,
    coarse_agg_kg: coarseAgg
  };
}

// Example: 30 MPa target, 75mm slump, 20mm agg
console.log(mixDesign(30, 75, 20));

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