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1 _ _ __ <br />> ~ -5 <br />' ----GRAIN SIZE DISTRIBUTION TEST DATA---------Test No.: 12 <br />Date: OCTOBER 15, 1993 <br />Project No.: 14725 <br />' Project: SAN LUIS/BMG <br /> <br /> <br /> <br />it <br />`~` <br />L <br /> <br />i' <br /> <br /> <br />Sample Data <br />Location of Sample: AC-01(00-06")L479.0 <br />Sample Description: SILTY SAND <br />USCS Class: SM Liquid limit: <br />AASHTO Class: Plasticity index: <br />Notes <br />Remarks: <br />Fig--No------------------------------------------------------------------------- <br />Mechanical Analysis Data <br />------------------------------------------------------------------------------- <br /> Initial <br />Dry sample and tare= 450.60 <br />Tare 256.80 <br />Dry sample weight 193.80 <br />Sample split on number 4 sieve <br />Split sample data: <br />Sample and tare = 440.7 Ta re = 256.8 <br />Cumulative weight retained tare= 256.8 <br />Tare for cumulative weight re tained= 256.8 <br />Sieve Cumul. Wt. Percent <br /> retained finer <br />0.75 inches 256.80 100.0 <br />0.375 inches 265.00 95.8 <br />f 4 268.00 44.2 <br />/ 8 264.10 90.5 <br />f 16 271.40 86.7 <br />f 3o zao.zo a2.2 <br />f 50 296.20 74.0 <br />/ 100 333.40 55.0 <br />/ 200 370.50 36.0 <br />Sample weight = 183.9 <br />------Fractional-Components-- <br />$ + 3 in. = 0.0 t GRAVEL = 5.8 $ SAND = 58.1 <br />$ FINES 35.9 <br />' D85= 0.88 D60= 0.176 D50= 0.124 <br /> <br /> <br />