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GRAIN SIZE DISTRIBUTION TEST DATA <br /> lent: Brown and Caldwell <br /> ect: T & T Trucking <br /> P ct Number: S8708-06-01 <br /> Sample Data <br /> Source. 58708--06-01 <br /> Uple No CPT-1-65 . 5 <br /> ev or Depth 65 5 ' Sample Length (in. /cm. ) . <br /> Location: <br /> tscrxptxon: Sandy silt <br /> te, 7-14-03 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 /> ICY sample and tare= 134 30 <br /> Tare = 0 . 00 <br /> usample weight = 134 . 30 <br /> mple split on number 10 sieve <br /> Split sample data: <br /> Epie and tare = 62 . 91 Tare = . 00 Sample weight = 62 . 91 <br /> mulative weight retained tare= 00 <br /> Tare for cumulative weight retained= . 00 <br />' Sieve Cumul . Wt. Percent <br /> retained finer <br /> 375 inch 0 00 100 . 0 <br /> # 4 0 . 60 99 6 <br />' # 10 1 10 99 2 <br /> # 16 0 73 98 1 <br /> # 30 1 . 94 96 1 <br /> 1 # 50 h 3 73 93 . 3 <br /> # 100 7 35 87 6 <br /> # 200 21 . 65 65 1 <br /> Hydrometer Analysis Data <br /> fight <br /> paration sieve is #10 <br /> rcent -#10 based upon complete sample= 99 2 <br /> of hydrometer sample 65 . 17 <br /> Hygroscopic moisture correction- <br /> Moist weight & tare = 105 . 18 <br /> Dry weight & tare = 103 96 <br /> Tare = 70 . 02 <br /> CHygroscopic moisture= 3 6 % <br /> alculated biased weight= 63 42 <br /> Amatic temperature correction <br /> omposxte correction at 20 deg C = -5 . 0 <br /> lenmscus correction only= <br /> feciffxc gravity of solids= 2 65 <br /> GEOCON CONSULTANTS , INC <br />