The material correction factor is 1.0. Assume slot dozing, and a 50 min/hr job efficiency. For...
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Civil Engineering
The material correction factor is 1.0. Assume slot dozing, and a50 min/hr job efficiency. For weight, wet sand is pretty close to2300 pounds per Cy. Excluding grade, what is my net correctionfactor for the other factors (excluding grade)?
The material correction factor is 1.0. Assume slot dozing, and a50 min/hr job efficiency. For weight, wet sand is pretty close to2300 pounds per Cy. Excluding grade, what is my net correctionfactor for the other factors (excluding grade)?
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Find the different correction factors for less than idealconditionsa Material weight Correction FactorCF
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