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GRAIN SIZE DISTRIBUTION TEST DATA <br /> Vent- Brown and Caldwell <br /> ct T & T Trucking <br />'r t Number- 58708-06-01 <br /> Sample Data <br /> rce: 58708-06-01 <br /> ple No : CPT-1-40 5 <br /> v or Depth: 40 5 ' Sample Length (in. /cm. ) : <br />.ovation: <br /> icriptxon: Silty sand <br /> le: 7-14-03 Natural Moisture: <br />.iquid Limit: Plastic Limit* USCS Class SM <br />'Ming 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 <br /> ot sample and tare= 119 10 <br />'are = 0 00 <br />►k sample weight = 119 10 <br /> ple split on number 10 sieve <br /> split sample data: <br /> 0ple and tare = 59 87 Tare = 00 Sample weight = 59 . 87 <br /> ulative weight retained tare= . 00 <br />'are for cumulative weight retained= 00 <br /> rleve Cumul . Wt Percent <br /> retained finer <br /> # 4 0 . 00 100 0 <br /> # 10 0 . 00 100 0 <br /> 16 0 . 62 99 0 <br /> 30 3 . 61 94 0 <br /> # 50 9 . 43 84 . 3 <br /> 100 ""4 19 . 59 67 . 3 <br /> 200 30 . 04 49 . 8 <br /> Hydrometer Analysis Data <br /> separation sieve is #10 <br /> 1rcent -#10 based upon complete sample= 100 0 <br /> fight of hydrometer sample 60 . 52 <br /> groscopic moisture correction: <br /> Moist weight & tare = 98 10 <br /> jDry weight & tare = 97 79 <br /> Tare = 69 35 <br /> Hygroscopic moisture= 1 1 % <br /> llculated biased weight= 59 . 87 <br /> tomatmc temperature correction <br /> Wposite correction at 20 deg C = -5 0 <br /> 1niscus correction only= <br /> Specific gravity of solids= 2 . 65 <br /> jec-mflc gravity correction factor= 1 000 <br /> GEOCON CONSULTANTS , INC. <br />