Question: Table 1 . Sieve analysis for three engineered soils. table [ [ table [ [ Sieve Size ] , [ ( mm )

Table 1. Sieve analysis for three engineered soils.
\table[[\table[[Sieve Size],[(mm)]],% Finer],[\table[[Sample],["Bio7 Failed"]],\table[[Sample],["Bio4 Failed"]],\table[[Sample],["Bio7 Working"]]],[100,100,100,100],[75,100,100,100],[50,100,100,100],[25,100,100,100],[19,100,100,100],[12.5,99.2,100,100],[9.5,98.9,99.9,100],[4.75,98.9,99.0,97.0],[2,93.0,96.0,85.0],[0.85,86.0,95.0,82.0],[0.425,78.0,88.0,72.5],[0.25,63.0,64.0,57.5],[0.15,48.0,40.0,45.0],[0.075,39.0,28.0,37.0],[0.04,32.0,24.0,32.0],[0.01,21.0,18.0,21.0],[0.002,15.0,9.0,11.0],[PI, LL,16,35,13,33,Nonplastic]]
a) Plot P.S.D. for "Bio7 Failed" and "Bio7 Working"
b) Quantify % gravel, % sand, % fines for "Bio7 Failed" and "Bio7 Working"
c) Classify "Bio7 Failed" according to USCS.
d) Classify "Bio7 working" according to USCS.
e) Compare the classification of the working versus the failed gardens. What factors are potentially impairing the ability of the failed rain gardens?
Table 1 . Sieve analysis for three engineered

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