Overview
Heavy crushed rock, surge stone, and rip-rap are coarse quarry materials sized from 3 inches to over 18 inches in diameter, engineered primarily for drainage ditch armoring, culvert erosion control, shoreline stabilization, and heavy logging road sub-bases. This Crushed Rock Calculator determines required weight-based tonnages for large rip-rap stones, incorporating layer thickness checks and inter-rock void ratios.
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: Drainage Ditch Armoring with 3"-6" Surge Stone (150 sq ft at 6 in Deep)
Inputs: Area = 150 sq ft, Grade = 3"-6" Surge, Depth = 6 in, Density = 2,550 lb/cu yd, Waste = 12%
- Convert depth: 6 in ÷ 12 = 0.50 ft.
- Net cubic feet: 150 sq ft × 0.50 ft = 75.00 cu ft.
- Convert to cubic yards: 75.00 ÷ 27 = 2.7778 cu yd.
- Add 12% void and slope waste factor: 2.7778 × 1.12 = 3.1111 cu yd.
- Calculate total weight: 3.1111 cu yd × 2,550 lb/cu yd = 7,933.33 lb.
- Convert to US tons: 7,933.33 ÷ 2,000 = 3.97 US tons (3.60 metric tonnes).
Final Answer: 3.97 US tons to order (3.11 cu yd; 3.60 metric tonnes)
Example 2: Culvert Outfall with 6"-12" Class 1 Rip-Rap (12 in Deep)
Inputs: Area = 200 sq ft, Grade = 6"-12" Class 1, Depth = 12 in (1.0 ft), Density = 2,550 lb/cu yd, Waste = 15%
- Convert depth: 12 in ÷ 12 = 1.0 ft.
- Net volume: 200 sq ft × 1.0 ft = 200.00 cu ft ÷ 27 = 7.4074 cu yd.
- Add 15% placement waste: 7.4074 × 1.15 = 8.5185 cu yd.
- Calculate weight: 8.5185 cu yd × 2,550 lb/cu yd = 21,722.22 lb.
- Convert to tons: 21,722.22 ÷ 2,000 = 10.86 US tons.
Final Answer: 10.86 US tons to order (8.52 cu yd; 10.86 tons ordered)
Example 3: Shoreline Embankment with 12"-18" Heavy Rip-Rap (18 in Deep)
Inputs: Area = 400 sq ft, Grade = 12"-18" Class 2, Depth = 18 in (1.5 ft), Density = 2,500 lb/cu yd, Waste = 15%
- Convert depth: 18 in ÷ 12 = 1.50 ft.
- Volume: 400 × 1.50 = 600.00 cu ft ÷ 27 = 22.2222 cu yd.
- Gross volume (15% waste): 22.2222 × 1.15 = 25.5556 cu yd.
- Weight: 25.5556 × 2,500 ÷ 2,000 = 31.94 US tons.
Final Answer: 31.94 US tons to order (25.56 cu yd; approx. 2 truckloads)