Laserfiche WebLink
FROM JOEL KIFF TO DANIELLE DATE 2J15M1 TIME 8 46 58 AM PAGE 4 OF 25 <br />GRAIN SIZE DISTRIBUTION TEST DATA Test NO.: 2 <br />- <br />.. <br />� <br />ect NO.. 01-108 <br />1-24-01 <br />-----------------------_..-----__------_--------------------- <br />Pro�ect: Chevron # 9-5775 <br />— <br />�aras=c�=c,.ra=,...���__==aa <br />Sample Data <br />Location of Sample: 5-8 @ 62.0' <br />Sample Description: Brown clayey SAND <br />USCS Class: ML Liquid limit: - <br />AASHTO Class: A-4(0.0) Plasticity index: <br />------------------------------------------------------- <br />Notes <br />Remarks: --- - <br />Fig. No.: I <br />Mechanical Analysis Data - - - - - -- <br />---------------------------------------- <br />Initial <br />Dry sample and tare= 718.30 <br />Tare = 0.00 <br />Dry sample weight = 718.30 <br />Tare for cumulative weight retained= O <br />Sieve Cumul. Wt. Percent <br />retained finer <br />*4 0.00 100.0 <br />8 0.05 100.0 <br /># 10 0.25 100.0 <br /># 16 3.19 99.6 <br /># 30 36.02 95.0 <br /># 50 131.83 81.6 <br /># 100 239.56 66.6 <br />,# 200 320.61 55.4 <br />..---------------- <br />Hydrometer Analysis Data. <br />---------------------------------------- <br />Separation sieve is number 10 <br />Percent -0 10 based on complete sample= 200.0 <br />Weight of hydrometer sample: 52.39 <br />Calculated biased weight= 52.41 <br />Automatic temperature correction <br />Composite correction at 20 deg C =-7 <br />Meniscus correction only- O <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 />r� <br />