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Riverview Estates-LR 970806ALPHA TE~'~ING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (972) 620-8911 Client: R,,~=f~n~ & p~_n~r~ C/O 004 Er~_~p_.. Dallas Project Name: Riverv/e~ E. states, Copt~ll, TX Our Report No.: g7224- 30 Date:08/06/9? Soil Classification: LIGE~ ~ T.ZHE b-~ABIT.I~.]~) ~ Soil I.D. Number: mestl M~imum D~ Unit Weight: 3 n~. f Optimum Moisture Content: 18., Liquid Limit ~ % Plasticil ~ ~TI~: REPORT OF MOISTU RF/ATI~N~HIP ~ lklk 1~1k ZER, ~k SPE I1~ I I Method: ~ D-698 :y Index ]~ Alii VOIDS CURVES FOR ~PEClFIC GRAVITIES OF 2.80 2.70 2.60 IRE DENSITY OF SOIL CG01083-20 pcf % 1 o 15 20 25 30 35 MOISTURE CONTENT- % ALPHA TE..,/'lNG, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (972) 620-8911 Client: R,]ff~T~_, & P~r~_n;.rs C/O ~ Ez~_rg., Dallas Project Name: RJ. vervJ, e~ Sst. at. es, ~11, ~ Our Report No.: 9?224- 30 Date:08/06/9? Soil Classification: LI{~]~ ]~k'N T.IH~ b-~BIT.I~.ED ~ Soil I.D. Number: 5~. Test Maximum Dry Unit Weight: Optimum Moisture Content: 18., Liquid Limit ~ % Plasticil ~ ~TI~: REPORT OF MOISTU ~P/ATI~~IP ~ 1LtL 1LtL ZER, lklk Method: ~ ]3-698 y Index ]0 OF SOIL ZERO AIR VOIDS CURVES FOR :IFIC GRAVITIES OF 2.80 2.70 2.60 ILIBil, pcf % 0 5 10 15 20 25 30 35 40~~,.~ MOISTURE CONTENT - % ~O01083-20 ~ ALPHA TESTING, 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (972) 620-8911 MEC"~NICAL STABILIZATION / MODIFICATION FINAL MIX TESTED FOR HUFFINES & PARTNERS C/O CCM ENGINEERING DATE 08/06/97 PROJECT RIVERVIEW ESTATES COPPELL, TEXAS OUR REPORT NO. 97224-32 Area of Work: SLADE POTTY' DRIVE / Date cement [] lime I~"initially applied Date of final mixing 08/06/97 Sample Location: 08/04/97 Average final compacted depth: 6 inches. I 3/4" SZBV~ ~4 8Z~V~ GLADE Remarks: ~nT~ nnT'~'. ~ ~T~ ~ 8+50 100% 66% POINT DRIVE AT STAITON #11+00 100% 64% COMPUDATA-CG01083-93