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Riverview Estates-LR 970805ALPHA TEarING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (972) 620-8911 Client: Huffines & Partners C/O 0:]4 ]~cjrg., Dallas ~ve~i~ ~tat~, ~11, ~ Proj~ Name: Our Repod No.: 97224- 3 1 Dine: 08/05/97 ~ L~ ~ILIZ~ ~ ~Y So~ C~a~ficafio~: ~ D-698 Method: .5 .y Index 9 RE DENSI'I'~ OF SOIL ZERO AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF 2.80 2.70 2.60 pcf % 6L Soil I.D. Number: Tesl Maximum D~ Unit Weight: 99 Optimum Moisture content: Liquid Limit 43 % Plastic ~ ~TI~: REPORT OF MOIST[ RELATIONSHIP j~~~A~k ZEF I I 25 ~ ~ 40 45 ....... ALPHA TE~., flNG, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (972) 620-8911 Client: Ruffir~ & Partners C/O (31:34 I~'~_t-'g_. ~ I)a]las Project Name: RJ. verview E. states, Compel 1, ~X Our Report No.: 97224- 2 g Date: 08/05/97 Soil Classification: ~ GRhY LJ.H~ STJ~BILIZI!:D C'L~Y WITtI 4L Soil I.D. Number: Test Maximum Dry Unit Weight: 95: Optimum Moisture Content: 21. Liquid Limit 4~ % Plastici -- ~ ~TI~: REPORT OF MOISTI. RELATIONSHIP 1~1k 1~1k ZEfi ~k ~1~1 I I I Method: hSTH D-698 ¥ Index 11 RE DENSITY OF SOIL ZERO AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF 2.80 2.70 2.60 pcf % 0 5 10 15 20 25 30 35 40 45 _ MOISTURE CONTENT - % ~ p.~~ ALPHA TE~ ~ING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (972) 620-8911 Client: I. hH=t~in~ & Part-_ner~ C/O (3C~ ]~_r~_.; DalIa.~ Project Name: R.ivervie~ F.~tates, ~11, ~Z Our Report No.: 97~24- 29 Date:08/05/9? Soil Classification: D,~WJr, (3R~¥ ~.ZH~ b-'~I~.I~J!:D C[~3r WI~I 4r, Soil I.D. Number: Test Maximum Dry Unit Weight: 95, Optimum Moisture Content: 21 o Liquid Limit ~o % Plastici ~ ~TI~: REPORT OF MOISTI. RELATIONSHIP 1~1k ZE~ I~'.~ I I Method: ~ D-698 y Index 11 RE DENSITY OF SOIL ) AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF 2.80 2.70 2.60 CGO 1 pcf % 10 15 20 25 30 35 MOISTURE CONTENT - % ALPHA TE"'~NG, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (972) 620-8911 Client: HuJt[/ne~ & Partners C/O CX~ Encjrg., Dallas Rivervie~ Estates, Cove11, ~X Project Name: Our Report No.: 9?224- 3 1 Date: 08/05/9'7 T~ LIME ST~ILIZI~ ~ CLAY Soil Classification: 6L Soil I.D. Number: Test Maximum Dry Unit Weight: 99. ! Optimum Moisture Content: Liquid Limit 43 % Plasticil REPORT OF MOISTU RELATIONSHIP' ~ 1LIL ZER % ~k SP! ,._ % i1~ I I Method: ~j Index ~ D-698 IRE DENSITY OF SOIL ,AIR VOIDS CURVES FOR :IFIC GRAVITIES OF 2.80 2.70 2.60 pd 0 5 10 15 20 25 30 35 40 445/~~. MOISTURE CONTENT - % CG01083-20