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GRAIN SIZE DISTRIBUTION TEST DATA <br /> ;n , Brown and Caldwell <br /> iect <br /> t T & T Trucking <br /> r t Number- S8708-06-01 <br /> Sample Data <br /> ource: S8708-06-01 <br /> kple No. : CPT-1-20 5 <br /> . or Depth: 20 5 ' Sample Length (in /cm. ) . <br /> ocatxon: <br /> tcription. sandy silt <br /> e: 7-11-03 Natural Moisture <br /> squid Limit Plastic Limit. USCS Class . : ML <br />'gtxng 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 />�t sample and tare= 133 . 10 <br />'are = 0 . 00 <br /> Ssample weight = 133 10 <br /> ple split on number 10 sieve <br /> plat sample data <br /> I!Fle and tare = 99 . 39 Tare = 00 Sample weight = 99 39 <br /> latxve weight retained tare= . 00 <br /> for cumulative weight retained= 00 <br /> leve Cumul Wt Percent <br /> retained finer <br /> 4 0 . 00 100 0 <br /> # 10 0 . 00 100 0 <br /> 16 0 . 00 100 0 <br /> 30 0 . 18 99 8 <br /> # 50 1 . 08 98 9 <br /> 100 114 21 74 78 1 <br /> 200 46 91 52 8 <br /> Hydrometer Analysis Data <br /> taration sieve is #10 <br />)ercent -#10 based upon complete sample= 100 0 <br /> ght of hydrometer sample: 101 28 <br /> roscopxc mo.Lsture correction <br /> Moist weight & tare = 102 . 31 <br /> Fare <br /> ry weight & tare = 101 68 <br /> = 68 45 <br /> Hygroscopic moisture= 1 9 % <br /> Iculated biased weight= 99 40 <br /> tomatic temperature correction <br /> IVposite correction at 20 deg C = 5 0 <br /> lniscus correction only= <br /> ecxfic gravity of solids= 2 65 <br /> ecxfxc gravity correction factor= 1 000 <br /> GEOCON CONSULTANTS , INC . <br />