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Engineering · Civil Engineering
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3. The following data was obtained from a Proctor Test. Trial Wgt. Moist Soil + Mold (Ib.) Wgt. Mold (lb.) 2 3 4 13.35 13.57 13.71 13.77 13.73 9.47 9.47 9.47 9.47 9.47 The following measurements were taken to determine moisture content Trial Wgt. Can + moist soil Wgt. Can+ Dry Soil Wgt. Can 1A 49.76 41.58 49.18 46.66 39.86 46.34 21.85 25.49 21.61 1C 2A 2B 2C 48.84 50.21 49.65 45.45 46.68 46.28 21.75 21.63 21.48 ЗА 3B 3C 49.03 52.51 66.08 45.37 48.66 59.75 21.94 24.76 21.23 4A 4B 4C 60.36 48.92 43.50 55.21 44.66 40.05 25.43 21.24 21.39 5A 5B 5C 36.18 44.72 43.34 32.14 39.80 38.00 11.54 15.46 11.55

a) Determine the dry unit weight for each trial b) Plot the Proctor curve on the attached graph paper c) Determine OMC d) Determine yd max e) Plot the ZAV curve (assume Gs 2.70)

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