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- SAMPLE FABRICATION PROCEDURE <br /> PROJECT NAME Forward, Inc. 1 16-1 . 1 PROJECT NO. 2394 DATE 1/23/]8 <br /> SAMPLE NO. bulk 1 DEPTH TESTED 8Y PCO <br /> SAMPLE DESCRIPTION- Gray-brown, sandy, silty CLAY <br /> 20MPAGTION TEST RESULT TEST REQUIREMENTS <br /> MAX D 116.4 PCF D TEST 85 %,X MAX. D <br /> OPT. W/C 13.5 % WIC TEST__% <br /> EABRICATION DATA <br /> A)DRY UNIT WEIGHT <br /> 85 x 116 A = 98.9 PCF <br /> %REL..COMP. I D MAX f DTEST <br /> B)WET UNIT WEIGHT @ TEST WIC <br /> 98.9 PCF X 1 . 146 113.4 <br /> PCF <br /> p TEST t+WIC TEST JW TEST <br /> EXISTING WIC OF SAMPLE <br /> CUP NO L-21 GRAMS OF SOIL @EXISTING W/C <br /> WET WT.CUP 120.65 gms) <br /> G= � G <br /> DRY WT..CUP (gms) i+WIC EXIST DRY WT. D <br /> WT.OF CUP 21 .50 <br /> (gms) x_ <br /> WT.OF H2O 12.66 (gms) 1� 1+W/C TEST _ DESIRED WT.® <br /> DRY WT.SOIL 86.49 (gms) SAMPLE TOO WET <br /> W/C EX IST___i 4.6 I%} DRY SAMPLE TO D <br /> AMOUNT OF SOIL TO BE MOLDED NTO RING <br /> SAMPLE 700 ORY <br /> SAMPLE VOLUME/IN HEIGHT 2_ _ <br /> XMOUNT OF TO BE ADDED 2 <br /> t.944 IN ,00172 FT3/IN <br /> 2.375 IN .00256 FT311N <br /> 2.500 IN .00284 FT3/IN <br /> 4000 IN .00726 FT3/IN <br /> 1 1 .4 PCF X 2300 IN X00284 FT3/IN X 454 GILB= <br /> 1W TESAMPLE HT. SAMPLE VOL. <br /> LIME TREAT — G <br /> WET WT.TEST <br /> TERRATECH L-008 <br />