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f i • <br />Grain Size Distribution Analysis <br />~~ General Information ~ ~ ~~~ ~ ~ ~ ~~ ~ ~ ~ <br />Jab No. 943-2732 Sample No. 3-31 <br />Project BEI / 1994 CQA / CO Location Granite Hill <br />Flename S3-31.WK.1 Date 12-Jul-94 <br />Comments Crushed material from G ranite Hifl <br />Underdrain Pipe Backfill <br />Water. Content Determination . ::.. ;.; : ' ".. No: 200 Wash <br /> Tare No. K-4 <br />Tare No. 2 Wet Wt. & Tare (Bef.) 2569.50 gr <br />Wet Wt. and Tare 1469.00 gr Dry Wt. & Tare (Bet.) 2467.80 gr <br />Dry Wt. and Tare 1440.90 gr Dry Wl. & Tare (Aft.) 2467.80 gr <br />Tare Wt. 561.50 gr Tare Wt. 235.00 gr <br />Wt. Water 28.10 gr Wt. Fines Lost 0.00 gr <br />Wl. Dry Soil 879.40 gr Wt. Dry Soil 2232.80 gr <br />Moisture Content 3.2 °(o Percent Lost 0.0 % <br />.::Dry Sieve Analysis .... .:. .: ~ ... ..... . . .. <br /> <br />;; ~.:Sleve ~~~ ~: <br />No:':. <br />... ~ ., <br /> <br /> <br />'. ~..Opening~ <br />'Diameter <br /> <br />::.::::::.:..:::.:: <br /> <br />'(microns) Cummulative <br />Weight ::.; <br /> <br />::.:Retained°: <br /> <br />" (grams) ' :Weight ~:. <br />Retained: <br /> <br />.:: ::..:::'..:.:... <br />.... <br />(grams) .WefgM~;~ <br />: Finer ,.: <br /> <br />:.::Ttiari:::: <br />:... <br />: (grains) ~ ~Sieve~ ~.:. <br />.:Weight'. <br /> <br />:.:Finer <br /> <br />(grams) -~:.:.Total:~ .: <br />..: Weight, <br /> <br />Finer::'.,. <br /> <br />: (grams) : Percent.' <br />:.:Finer :" <br /> <br />' Than:•: <br /> <br />''..:...:' .Underdrain: <br />.::?;. Pipe;-::.< <br /> <br />:,Bacldill..'; <br /> <br />:::: Spec.:::::: <br />6 in. 752400 0.0 0.0 0.0 2233.4 2233.4 100.0 <br />3 in. 76200 0.0 0.0 0.0 2233.4 2233.4 100.0 . <br />1 t/2 in. 50800 0.0 0.0 0.0 2233.4 2233.4 100.0 <br />1 in. 25400 0.0 0.0 0.0 2233.4 2233.4 1D0.0 <br />3/4 in. 19100 0.0 0.0 1934.3 2233.4 2233.4 100.0 100 <br />3/8 in. 9500 1934.3 1934.3 247.5 299.1 299.1 73.4 40-70 <br />4 4760 2775.8 241.5 7.0 57.6 57.6 2.6 5-50 <br />10 2000 2182.6 7.0 7.9 50.6 50.6 2.3 <br />20 840 2190.7 7.9 7.9 42.7 42.7 1.9 <br />a0 420 2198.6 7.9 4.5 34.8 34.8 1.6 0-20 <br />60 250 2203.1 a.5 14.5 30.3 30.3 t.a <br />100 149 2217.6 14.5 13.2 15.8 15.8 0.7 <br />200 74 2230.8 13.2 2.6 26 2.6 0.1 0-10 <br />Pan 2233.4 2.6 <br />Golder Associates Inc. <br />