Concrete Mix Design Proportions

Deconstruct target wet yardage requirements straight into discrete raw elements.

Dry Component Raw Ingredients Allocation

⚪ Portland Cement (94lb Bags)
16 Bags

Standard Type I/II structural binder

⏳ Fine Masonry Sand
1.06 yd³

Estimated Weight: 1.38 Tons

🪨 Coarse Stone Aggregate
2.14 yd³

Estimated Weight: 3.00 Tons

Engineering Ratio Notice: This configuration implements the standard volumetric engineering empirical shrinkage rules model where loose dry component total components shrink roughly 30-33% when water binder mixes are introduced. Values correspond to an approximate M15 class structural performance profile.