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GRAIN SIZE DISTRIBUTION TEST DATA <br /> ent: Brown and Caldwell <br /> ect T & T Trucking <br /> ct Number 58708-06--01 <br /> Sample Data <br /> Source: 58708-06-01 <br /> ple No. : CPT-1-10 . 5 <br /> v or Depth: 10 . 5 ' Sample Length (in. /cm. ) : <br /> jocation: <br /> scriptaon• Silt with sand <br /> to 7-11-03 Natural Moisture: <br /> Liquid Limit: Plastic Limit- USCS Class. : ML <br /> sting Remarks Plasticity Index test not requested Therefore, the program <br /> assumed the sample as non-plastic, hence the classification <br /> of ML <br /> Mechanical Analysis Data <br /> Initial <br /> JY sample and tare= 142 80 <br /> tare = 0 00 <br /> tsample weight - 142 80 <br /> ple split on number 10 sieve <br /> 3pli.t sample data: <br /> por <br /> le and tare = 101 . 80 Tare = 00 Sample weight = 101 . 80 <br /> latxve weight retained tare= 00 <br /> are cumulative weight retained= 00 <br /> jS3.eV19 Cumul Wt. Percent <br /> retained finer <br /> # 4 0 00 100 0 <br /> # 10 0 . 05 100 0 <br /> L16 0 23 99 8 <br /> 30 1 92 98 1 <br /> # 50 6 . 76 93 4 <br />,# 100 16 . 89 83 4 <br /> # 200 27 . 99 72 5 <br /> Hydrometer Analysis Data <br /> paratxon sieve is 010 <br /> Percent -#10 based upon complete sample= 100 0 <br /> 1fight of hydrometer sample 103 . 2 <br /> groscopic moisture correction <br /> Moist weight & tare = 110 88 <br />'Dry weight & tare = 110 . 33 <br /> Tare = 69 69 <br /> Hygroscopic moisture= 1 4 % <br /> Ielated biased weight= 101 82 - <br /> tomatic temperature correction <br /> Orpos�te correction at 20 deg C = 5 0 <br /> fnxscus correction only= <br /> ecmfmc gravity of solids= 2 . 65 <br /> S ecific gravity correction factor= 1 . 000 <br /> GEOCON CONSULTANTS , INC. <br />