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GRAIN SIZE DISTRIBUTION TEST DATA <br /> Client Brown and Caldwell <br /> 6;ct <br /> ct T & T Trucking Number 58708-06-01 <br /> Sample Data <br /> Source 58708-06-01 <br /> ple No. CPT-1-55 5 <br /> ev or Depth 55 5 ' Sample Length (xn. /cm. ) : <br /> ocation. <br /> scrmptmon: Silty fine sand <br /> to 7--11-03 Natural Moisture: <br /> quid Limit: Plastic Limit. USCS Class . : SM <br /> Testing Remarks Plasticity Index test not requested Therefore, the program <br /> assumed the sample as non-plastic, hence the classification <br /> of SM. <br /> Mechanical Analysis Data <br /> Initial After wash <br /> sample and tare= 326 20 303 60 <br /> e = 203 . 72 203 . 72 <br /> Iry" <br /> sample weight = 122 . 48 99 . 88 <br /> nus #200 from wash= 18 5 % <br /> re for cumulative weight retained= . 00 <br /> Sieve Cumul . Wt. Percent <br /> retained finer <br /> 0 . 00 100 . 0 <br /> MWI 0 0 00 100 . 0 <br /> # 16 0 . 02 100 . 0 <br /> F# 30 1 . 50 98 . 8 <br /> 50 15 . 50 87 . 3 <br /> # 100 59 16 51 . 7 <br />,# 200 96 . 12 21 . 5 " <br /> Fractional Components <br /> Iavel/Sand based on #4 <br /> nd/Fxnes based on #200 <br /> i COBBLES = % GRAVEL = SAND = 78 5 <br /> 1FINES = 21 . 5 <br /> 385= 0 . 28 D60= 0 17 D50= 0 15 <br />�0= 0 09 <br /> 1 <br /> GEOCON CONSULTANTS, INC . <br />