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Volume resistivity m at 110oC Specific Heat kJ/kgoC at 25oC Coefficient of linear expansion, K1 at 20oC Quartz 45x 1011 07 10x106 Calcite 10x109 08 5 to 26x106 Magnetite 5 x 105 07 Orthoclase 45 x1011 Hornblende 28 x1011 02 Soda glass 10 x 1010 07 3 to 6x106 Granite 08 4 to10x106 Mortar 08 7 to14x106The same excavation in feet: Excavated area is 200 feet long 20 feet wide and 2 feet deep with a listed swell of 40% for the material Bank volume = 200 * 20 * 2 = 8000 ft³ Convert 8000 ft³ to yd³ = 8000/27 = 296 yd³ Loose volume = 296 * 14 = 414 yd³Bulking/Swell of Excavated or Mined MaterialsThe particlecrushing property of the decomposed granite soil examined in this study is compared with that of a sand under high pressures (Miura et ah, 1977), and it is concluded that the particle(PDF) Crushing of Soil Particles ResearchGate

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Granite: 26 28: 75 80: Gravel, dry: 180: 20 30: Gravel, wet: 200: 20 30: Gravel, wet w/clay: 50 60: Limestone: 27 28: 75 80: Loam: 15 25: Quartz: 265: 75 80: Rock: 40 80: Sand, dry: 160: 20 30: Sand, wet: 195: 20 30: Sandstone: 21 24: 75 80: Slate: 26 33: 85 90: Soil: 12 16: 20 30If you are compacting road crush with a vibratory plate you will get about 10 to 15% compaction (This is based on you having a stable compacted base first If you are putting the road crush on top of top soil you will lose more to compaction) If you use a jumping jack, about 20% would be accurate I personally like a jumping jack because it is very evident when it is fully compacted (Theconstruction How much volume is lost after compacting 3crushing resistance at the load causing calculated failure 1171 Big Rock Stone, Arkansas Blue granite Gray granite Quartzite Rock and Gravel, California 1 Trap rock 1 Correale Construction Co Minersville, Pa 1407 755 1205 1506 Champion Spark Plug Co, Detroit, Mich Andalusite Dumortierite Champion Spark Plug Co Nevada Dumortierite Climax Molybdenum Co Climax, Colo MolybdenumVolume 169 Papers Comminution Crushing Tests by

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