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ST9601-LR 981008 TEAM CONSULTANTS 2970 S. Walton Walker, Suite I01 214/:5:51-4395 INC, Dallas, Texas 75211. TO: Mr. Robert Caudill Tiseo Paving PO Box: 270040 Dallas!, Texas 75227 Wrangler Drive PROJECT: Coppell Drive TEST METHOD: ASTM D-698 MOLD: 1/30 Cu. Pc. HAMMER: 5.5# DROP: 12" BLOWS: 25 LAYERS: 3 97 o, JOB NO,: 985142 REPORT NO,: 34, Pg, 1 of 2 OATE: 10/08/98 CUST, NO,: -- SAMPLE: Backfill DESCRIPTION: Dark brown sandy clay LIQUID LIMIT: -- PLASTICITY INDEX: -- OPTIMUM MOISTURE: 24,2 MAX. UNIT DRY WT: 94.7 % LBS./CU. FT. J Z: Z 95 93 91. 87 19 21 Time On: 1:00 Time Off: 2: 30 Tech. Time: 1.5 hr s. Trip Charge: -- ""F'EA~ Consulfonts~ Jnc, 23 25 27 29 :- i '" 31 MOISTURE CONTENT' iN 'PERCENT ' ' OPTIMUM MO!.~TURE;. TEST .' - ~nc. T~mmy ~4ooley, Supervisor Construction Haterisis Testing TEAM CONSULTANTS, 2970 S. Wolton W~31ker, Suite I01 214/331-4395 INC. Dallas, Texas 752'11 TO: Mr. Robert Caudill Tiseo Paving PO Box 270040 Dallas, Texas 75227 JOB NO.: 985142 REPORT NO.: 34, Pg. 2 of 2 DATE: 10/08/98 CUST. NO.: -- Wrangler Drive PROJECT: Coppall, Texas TEST METHOD: ASTH-D-698 MOLD: 1/30 Cu. Ft. HAMMER: DROP: 12" BLOWS: 25 LAYERS: 3 104 SAMPLE: Backfill DESCRIPTION: Tan and brown calcareous clay LIQUIO LIMIT: -- PLASTICITY INDEX: -- OPTIMUM MOISTURE: 23.0 % MAX. UNIT DR~ WT: 100.6 LBS/CU. FT. I-: 102 ~" 100, =: 98 m 96 9415 17 19 21 23 25 MOISTURE CONTENT IN PERCENT OPTIMUM MOISTURE TEST TEAM Consultonts, Inc. 27 1w "'TEAM Consultants, ] ;'l 1/~s~~