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<br /> <br />Grain Size Distribution Analysis <br />~~::.;~:~Generallnformation..:.':'.:....:::~::~ .::~.~~:.:.; ... ~ .. .. ....:.~....-. <br />Job No. 943-2732 Sample No. 3-31 <br />Project BEI / 1994 COA i CO Location Granite Hill <br />Filename S3-31.WK.1 Date 12-Jul-94 <br />Comments Crushed material from Granite Hill <br />Underdrain Pipe Backfill <br />Water Content Determination ::::.:: >':: ;NO.200 Wash ...::;: <br /> Tare No. K-4 <br />Tare No. 2 Wet Wt. 8 Tare (Bef.) 2569.50 gr <br />Wet Wt. and Tare 1469.00 gr Dry Wt. ~ Tare Bef.) 2467.80 gr <br />Dry Wt. and Tare 1440.90 gr Dry Wt. & Tare (Aft.) 2467.80 gr <br />Tare Wt. 561.50 gr Tare Wl. 235.00 gr <br />Wt. Water 28.10 gr Wt. Fines Lost 0.00 gr <br />W[. Dry Soil 879.40 gr Wt. Dry Soil 2232.80 gr <br />Moisture Content 3.2 °h Percent Lost 0.0 94 <br />;: Steve.:: <br /> <br /> <br /> <br />:::.:: No~:::::.. <br />...:...::...:::: <br /> <br />....:...:.:..:. :. enin <br />Op ... 9'. <br /> <br /> <br />'Diametei: <br />.::-::::;:.:::::: <br /> <br />.(microns) Ctirrrmulative <br />... <br /> <br /> <br />..:::;Weight:::: <br />::.:'R¢[wined:: <br /> <br />::;: (grams) :;:. ;Wet ht:;'.: <br />,9 ::..:... <br /> <br /> <br />:Retainetl::: <br />:;:::;''::::'<.:;:..:, <br /> <br />: (grams ::Wei M:" <br />:.::....:.9.... <br /> <br /> <br />:,?:;Firier:::::. <br />,;;.:.Thair:.': <br /> <br />(grams) :Sieve;:.: <br /> <br /> <br /> <br />: Weight`.;. <br />::.:Flner ::.: <br /> <br />: (grams) : ;:::;To[al::;:: <br /> <br />,..: <br /> <br />:.Weight:::':. <br />; :Finer::-' <br /> <br />`(9ramsj. ..Percent.; <br /> <br />. . <br /> <br />.::. Fner.: <br />::Than :: <br /> <br />:: :. Underdrain <br /> <br /> <br />... <br />:.::::;Pipe .; :' <br />:;:Backfill::: <br />..... <br />::Spec:.:. <br />6 in. 152400 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 1l'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 2233.4 100.0 <br />3/4 in. 19100 0.0 0.0 1934.3 2233.4 2233.4 100.0 700 <br />3/8 in. 9500 1934.3 1934.3 241.5 299.1 299.1 13.4 40-70 <br />4 4760 2775.8 241.5 7.0 57.6 57.6 2.6 5-50 <br />10 2000 2182.8 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 />40 420 2198.6 7.9 4.5 34.8 34.8 t.6 0-20 <br />60 250 2203.1 4.5 14.5 30.3 30.3 1.4 <br />100 149 2217.6 14.5 13.2 15.8 15.8 0.7 <br />200 74 2230.8 13.2 2.6 2.6 2.6 0.1 0-10 i <br />Pan 2233.4 2.6 <br />Golder Associates Inc. <br />