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PARTICLE SIZE M T ISUTIO . TESD' REPORT <br /> S: <br /> 100 aR ie u u <br /> I ` <br /> 80 — <br /> 7Q <br /> Z 6D — ! <br /> u � ITI <br /> z f — f <br /> uJ - <br /> W 40 � <br /> M <br /> 20 <br /> L J - <br /> _ kms_ <br /> 5Qi} . 1 Qty, '10 �� . <br /> f�'* 1 - 0.1 0.01 0.001 <br /> GRAIN SIZE-min' <br /> " <br /> %SAND - _...�/v FINEs <br /> MNE CRS�T— <br /> . I�.�Dlunl I — tNE I S[�T <br /> fa -- -�..' --= _�_ CLAY <br /> I � ) 37.1 <br /> SIEVE PERCENT SPEC." pws,7 Soil Desai tion <br /> SIZE fliUEi� F� ACCENT i RIt3 <br /> —. } Light Bro mi CLAY w/Sand <br /> #4 x96'.0 <br /> 920 93.3 <br /> #30 40.1 <br /> 440 88.4i I I Atte�_Limits <br /> B50 <br /> #100 78.6 If <br /> #200 `°72.2 <br /> coefficients 693 D85= Q275 <br /> 0.0282 num. D - .076 <br /> D50=0060 <br /> IG5.0 l30- 3�r= Dl0- <br /> 0.0181 mn. 60.9 <br /> 0.0107 mm. 55.9 <br /> 0.0077 min. 52.8 Classi� fication <br /> 0 0055 mm. 48.9 USC S= AASHTO= <br /> 0.0040 mm, 43.9 <br /> 0.0028 min. .40.8t <br /> 0,0020 nim. 37.3 Remarks <br /> — s <br /> 0.0013 m n. 32.8 <br /> ftlo sfxClYicafiwl f�rnt'fded� <br /> Sample No.: 0705161-003A Source of Satnp€e: SV-4 <br /> Location: late: <br /> E fev./Depth: 4.5-5.0' <br /> Client: McCafwbell Anah=ticaL Inc. <br /> COOPER TESTING LABORATORY project: Eci'vlvfuffier <br /> Pro'ect No, ;x�-ti,(' <br /> Figure <br /> -T'— - --y—�---�—-ar:- <br /> a <br />