Cut/fill, trench, pond, and material volume calculations. All results update live.
Truck loads at 12 m3 per tandem load (heaped).
Side slope 0.5 = 0.5H:1V (steep). Use 1.0 for 1:1 or 1.5 for safe battering.
Bowl factor 0.4 accounts for sloped banks. Rectangular = 1.0, typical pond = 0.4.
Truck loads at 12 m3 / tandem. Tonnes vary by material density.