Overview
Civil engineering and construction takeoffs deal with diverse aggregate classifications — ranging from heavy crushed granite to lighter recycled concrete and screened loam. This Aggregate Calculator serves as a multi-material computation engine, determining exact volume while presenting a side-by-side density and tonnage comparison across major aggregate products.
Estimates are for material planning and budgeting purposes only. This calculator does not provide geotechnical engineering, structural design, or official building code compliance advice. Always verify measurements, aggregate densities, and compaction requirements with a local quarry supplier or licensed contractor before ordering materials or commencing construction.
Worked Examples
Example 1: 150 sq ft Area at 3 in Deep Across Multiple Aggregates (Check Case)
Inputs: Area = 150 sq ft, Depth = 3 in, Material = Crushed Limestone (2,700 lb/yd³), Waste = 10%
- Convert depth: 3 in ÷ 12 = 0.25 ft.
- Net cubic feet: 150 sq ft × 0.25 ft = 37.50 cu ft.
- Convert to cubic yards: 37.50 ÷ 27 = 1.3889 cu yd.
- Gross volume (10% waste): 1.3889 × 1.10 = 1.5278 cu yd.
- Calculate Crushed Limestone weight: 1.5278 × 2,700 ÷ 2,000 = 2.06 US tons.
- Calculate Pea Gravel weight: 1.5278 × 2,550 ÷ 2,000 = 1.95 US tons.
- Calculate Recycled Concrete weight: 1.5278 × 2,400 ÷ 2,000 = 1.83 US tons.
Final Answer: 2.06 US tons (Limestone) vs 1.95 tons (Pea Gravel) vs 1.83 tons (Recycled)
Example 2: 300 sq ft Commercial Pad at 4 in Deep with Crushed Granite
Inputs: Area = 300 sq ft, Depth = 4 in, Material = Crushed Granite (2,750 lb/yd³), Waste = 10%
- Convert depth: 4 in ÷ 12 = 0.3333 ft.
- Volume: 300 × 0.3333 = 100.00 cu ft ÷ 27 = 3.7037 cu yd.
- Gross volume (10% waste): 3.7037 × 1.10 = 4.0741 cu yd.
- Granite weight: 4.0741 cu yd × 2,750 lb/yd³ ÷ 2,000 = 5.60 US tons.
Final Answer: 5.60 US tons to order (4.07 cu yd gross; 5.60 tons ordered)
Example 3: 500 sq ft Topsoil Layer at 2 in Deep vs Crushed Stone
Inputs: Area = 500 sq ft, Depth = 2 in, Material = Screened Topsoil (2,200 lb/yd³), Waste = 10%
- Depth: 2 in ÷ 12 = 0.1667 ft.
- Volume: 500 × 0.1667 = 83.33 cu ft ÷ 27 = 3.0864 cu yd.
- Gross volume: 3.0864 × 1.10 = 3.3951 cu yd.
- Topsoil weight: 3.3951 × 2,200 ÷ 2,000 = 3.73 US tons.
- Limestone comparison: 3.3951 × 2,700 ÷ 2,000 = 4.58 US tons (0.85 tons heavier!).
Final Answer: 3.73 US tons (Topsoil) vs 4.58 US tons (Limestone for same area)