Calculate bank and loose volumes, truck loads, and soil weight for excavation.
Results
bankVolume = area × depthbankCuYd = bankVolume / 27looseCuYd = bankCuYd × (1 + swellFactor/100)truckLoads = ⌈looseCuYd / 10⌉weight = (bankVolume × 100 lb/ft³) / 2000Foundation Trench
500 sq ft area, 4 ft deep, common earth (25% swell)
bankVolume = 500 × 4 = 2,000 cu ft = 74.1 cu ydlooseVolume = 74.1 × 1.25 = 92.6 cu ydtruckLoads = ⌈92.6 / 10⌉ = 10 trucks