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I -ROM JOEL MIFF 1 O DANIELLE DATE 2/15101 TIME 8 46 58 AM PAGE 19 OF 25 <br />GRAIN SIZE DISTRIBUTION TEST DATA Test No.: 10 <br />-------------------------------------------------- <br />1-24-01 <br />ect No.: 01-108 <br />lowlect: Chevron f 9--5775 <br />=csaaa�caa ��a <br />Sample Data <br />Location of Sample: B-8 @ 206.0' <br />Sample Description: Brown silty SAND <br />USCS Class: SM Liquid limit: - <br />AASHTO Class: A-2-4(0.0) Plasticity index: <br />Notes <br />Remarks: <br />Fig. No.: 6 <br />----------------------------------------------- <br />Mechanical Analysis <br />----------------------------------------------- <br />Initial <br />Dry sample and tare= 717.60 <br />Tare = 0.00 <br />Dry sample weight = 717.60 <br />Tare for cumulative weight retained- 0 <br />Sieve Cumul. wt. Percent <br />retained finer <br />4 0.00 100.0 <br />8 0.51 99.9 <br />0 10 0.86 99.9 <br />f 16 3.53 99.5 <br />64 30 23.87 96_7 <br />0 50 297.95 72.4 <br /># 100 431.33 39.9 <br /># 200 527.76 26.5 <br />-------------------------------- <br />Data <br />-------------------------------- <br />------------------------ <br />Hydrometer Analysis Data <br />Separation sieve is number 10 <br />Percent -# 10 based on complete sample= 99.9 <br />Weight of hydrometer sample: 99.65 <br />Calculated biased weight- 99.77 <br />Automatic temperature correction <br />Composite correction at 20 deg C a-7 <br />Meniscus correction only= 0 <br />Specific gravity of solids= 2.7 <br />Specific gravity correction factor= 0.989 <br />Hydrometer type: 152H Effective depth L= 16.294964 - 0.164 x Rm <br />• <br />