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GRAIN SIZE DISTRIBUTION TEST DATA <br /> nt- Brown and Caldwell <br />_ t: T & T Trucking <br />_06 <br /> o t Number 58708-06.01 <br /> Sample Data <br /> rce 58708-06-01 <br /> le No : CPT-1-35 5 <br /> L v. or Depth 35 5 ' Sample Length (in. /cm. ) : <br /> ation <br /> cripti.on Sandy silt <br /> e• 7-11-03 Natural Moisture* <br /> squid Limit Plastic Limit: USCS Class . : ML <br /> ting 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 /> ry sample and tare= 143 . 05 <br /> e = 0 00 <br /> sample weight = 143 05 <br /> ple split on number 10 sieve <br /> plIt sample data: <br /> Wle and tare = 102 . 97 Tare = . 00 Sample weight = 102 . 97 <br /> ulatxve weight retained tare= . 00 <br /> are for cumulative weight retained= . 00 <br /> ieve Cumul Wt Percent <br /> I <br /> retained finer <br /> 375 inch 0 . 00 100 . 0 <br /> 4 0 44 99 . 7 <br /> 10 1 50 99 0 <br /> 16 1 . 55 97 . 5 <br /> # 30 6 . 35 92 9 <br /> 50 14 35 85 2 <br /> 100 22 30 77 6 <br /> # 200 36 62 63 8 <br /> Hydrometer Analysis Data <br /> aration sieve is #10 <br /> cent -#10 based upon complete sample= 99 0 <br />'eight of hydrometer sample: 104 . 31 <br /> troscopic moisture correction: <br /> oast weight & tare = 109 55 <br /> ry weight & tare = 109 . 04 <br /> Tare = 69 71 <br /> hygroscopic moisture= 1 3 % <br /> plated biased weight= 104 . 01 <br />,u atic temperature correction <br /> mposite correction at 20 deg C = -5 . 0 <br />[enxscus correction only= <br /> cific gravity of solids= 2 65 <br /> GEOCON CONSULTANTS , INC . <br />