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<br />
<br />Grain Size Distribution Analysis
<br />' Jab No. 943-2732 Sample No . 5-02
<br />Project BEI ! 1994 COA / CO Location Pad No. 2
<br />Filename SS-02C.WK1 Date 06-Oct-94
<br />Comments Quality Control Sample taken from Pad No. 2
<br />Drain Cover Fill
<br />Water Content Determination ~ No. 200 Wash
<br /> Tare No.
<br />Tare No. U-05 Wet Wt. & Tare (Bef.) gr
<br />Wet Wt. and Tare 1342.6 gr Dry Wt. 8. Tare (Bef.) gr
<br />Dry Wt. and Tare 1263.0 gr Dry Wt. & Tare (Aft.) gr
<br />Tare Wt. 164.3 gr Tare Wt. gr
<br />Wl. Water 79.6 gr WI. Fines Last gr
<br />Wt. Dry Soil 1098.7 gr Wt. Dry Soil gr
<br />Moisture Content 7.2 °b Percent Lost °k
<br />Sieve
<br />No.. Opening
<br />Diameter
<br />
<br />(microns) Commutative
<br />Weight~~
<br />Retained
<br />(grams) Weight
<br />Retained
<br />
<br />(grams) Weigh
<br />~Finer~
<br />Than
<br />(grams) Sieve
<br />Weight
<br />Finer
<br />(grams) ~Totat
<br />~~Weight
<br />Finer
<br />(grams) Percent
<br />Finer
<br />Than ~ Draln.
<br />~~~~Cover
<br />Spec.
<br />6 in. 152400 0.0 0.0 0.0 22,414.2 22,414.2 100.0
<br />2 in. 50800 0.0 D.0 107.0 22,414.2 22,414.2 100.0
<br />1 1/2 in. 38100 107.0 107.0 421.7 22,307.2 22,307.2 99.5
<br />tin. 25400 526.7 421.7 2,587.8 21,885.5 21,885.5 97.6 100
<br />3/4 in. 19100 3,116.5 2,587.6 7,764.9 19,297.7 19,297.7 86.1 60-100
<br />318 in. 9500 10,901.4 7,784.9 3,880.9 11,512.8 11,512.6 51.4 30-70
<br />4 4760 14,782.3 3,880.9 2,641.7 7,631.8 7,631.8 34.0 5-40
<br />10 2000 17,424.0 2,641.7 1,540.0 4,990.2 4,990.2 22.3
<br />20 840 18,964.0 1,540.0 850.3 3,450.2 3,450.2 15.4
<br />40 420 19,814.4 850.3 511.7 2,599.8 2,599.8 11.6
<br />60 250 20,326.1 511.7 414.5 2,088.1 2,088.1 9.3
<br />100 149 20,740.5 414.5 379.9 1,673.7 1,673.7 7.5
<br />200 74 21,120.4 379.9 1,293.8 1,293.8 1,293.8 5.0 0-8
<br />Pan 22,414.2 1,293.8
<br />Liquid Limit
<br />Plastic Limit
<br />Plasticity Index
<br />Technician AR
<br />Approved TM
<br />Grain Size Distribution
<br />Golder Associates Inc.
<br />
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