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Riverview Estates-LR 970406,-,, ALPHA TE~.V4~IG, INC. 2209 Wiscons,, 3t. Suite 100 Dallas,-Texas 75229 (214) 620-8911 Client: HUFFINES ........ & PARTNERS C/O CCM ENORO. Project Name: Our Report No.: 97224-4 ~)~ DAt~t~ B~u~t~ Cua~- (C te: 04/06/97 Soil Classification: l,k~, 3 % % % Soil I.D. Number: Tesl I~ 9 ~% % Maximum Dry Unit Weight: ~ ~ ~ Optimum Moisture Content: ~% % Liquid Limit 57 % Plastic ~~~S~PLE LOCATION: S~IT~Y ~~ ~ ~TATIO ~ ~ REPORT OF MOIST[ ~.~lk ~'~ RELATIONSHIP 1,1k '~1~ ....... ~--~k lklk Ik~& lklk ZEF ..... ~~ ~P I~1 I I~ I I AST~ D- 69t~ Method: .8 pcf .2 % y Index 3 4 SEWER LINE A 2+50 (FG-2') IRE DENSI'F~ OF SOIL IO AIR VOIDS CURVES FOR :IFIC GRAVITIES OF 2.80 2.70 2.60 0 5 10 15 20 25 30 35 40 45 MOISTURE CONTENT- % ~ / CG01083-20 Client: HUFFINES & P~RTNERS RIV~RVI~'~ ~TAT~S Pr~ectName: OurRepo~No.: 9?224-3 ALPHA TE~G, INC. 2209 Wiscons, Suite 100 Dallas,-Texas 75229 (214) 620-8911 C/O Soil Classification: TAN SANDY CLAY CCH ENGRG. Soil I.D. Number: Test 9! Maximum D~ Uni~ ~ei~ht Optimum ~ois~ure Oo~tent liquid timii 48 % Plasfio 8~PL~ LOCATION: BL~K B ~O~T OF ~OIST[ RELATIONSHIP [1kI~ % ILlk ZEF :~k i~'~ II I I (cb ~)ate: 04/06/97 Method: 5 10..5 ,y Index LOT 2 AUT~ D-698 2? IRE DENSITY OF SOIL 10 15 20 25 30 35 MOISTURE CONTENT - % AIR VOIDS CURVES FOR :IFIC GRAVmES OF 2.80 2.70 2.60 pcf 40 45 I CG01083-20 ALPHA TE~,m~NG, INC. 2209 Wiscons,.. 3t. Suite 100 Dallas,-Texas 75229 (214) 620-8911 Client: HUFFINES & PARTNERS C/O CCM ENGRG. RIVERVIEW ESTATES - COPPELL, TEXAS Project Name: Our Report No.: 97224-2 Date: 04/06/97 LIGHT BROWN SANDY CLAY (CL) Soil Classification: ASTM D-698 Method: .8 pcf ? % y Index ] 4 LOT 10 IRE DENSITY OF SOIL AIR VOIDS CURVES FOR ;IFICGRAVrrlES OF 2.80 2.70 2.60 %%% k t t Soil I.D. Number: Test I ~ Maximum Dry Unit Weight: 11; % ~ % Optimum Moisture Content: 'lkJ3 Liquid Limit 2 9 % Plast~i~ 1~1~ S~PLE LOCATION: BLOCK C - ~[~O~T OF ~OlOT~ RELATIONSHIP' · ~k SPI ~I~. ~ I I 0 5 10 15 20 25 ~ ~ MOISTURE CONTENT- %