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Town Center L4B1-LR010714Our Report Number.: Material Description: Classification: Sample Location: 016~ ~.-2 Date: 7/14/01 Brown Sandy Clay (CL) 100'E X 50'S of NW Corner ASTM-D-698-A ALPHA TESTIN(~, INC. 2209 VVIsconsln St,, Suite 100 Dallos, Texos 7522~ 972/620-8{711 - ~ CMetro) Method of Test: ~ FAX:~,~/~e~3-~ ) Soil Identification Number: 1 Client:/~'~ction Management Group Maximum Dry Unit Weight: 101.0 //D/~flas, Texas _/ Optimum Moisture Content: 15.5 Proje~l:/Coppell Town Center~"~a,ll,,, Liquid Limit: 38  ,/ Plasticity/Index: 20 - MOISTURE DENSITY RELATIONSHIP 120 pcf % Troxler: Humbolt: 115 110 105 75 ?0 ZERO AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF: 2.60 2.70 2.80 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% RespeeffuU~ Submitted By: ~ of ~lpha Testing, Inc. ~ ~ r~ a~ ~ ~ ~ ~u~ ~ ~ Cl~ (~ ~r ~ ALPHA TESTIN(~, INC. Our Report Number.: Matedal Description: Classification: Sample Location: 0161 ~-2 Date: 7/14/01 Brown Sandy Clay (CL) 100'E X 50'S of NW Corner 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 972/620-8911 (Metro) Method of Test: ASTM-D-698-A FAX: Soil Identification Number: 1 Client: Mana, ent Group Maximum Dry Unit Weight: 101.0 pcf Texas Optimum Moisture Content: 15.5 % Town Liquid Limit: 38 Plasticity Index: 20 Troxler: Humbolt: MOISTURE DENSITY RELATIONSHIP \ \ N 10 % \1 x ~ ZERO AIR VOIDS CURVES X ~ ~ FOR / ~, x ~ SPECIFIC G~VITIES OF: 2.60 r x -- 2.70 ' ' ~ '= 2.80 75 ~ ~ .~, 65 Our test results and reports are for the exclusive ur.e o~ the Client (and their de~ca~ ~ o~ fil~n our office) and shall no~ be reproduced and/or distributed except with ex~.re~s approval of ALPHA. The u6e o~ our nam~ and test result~ mu~t re~=~ve ~r ~i~en~l. Test results and rel>o~s ap~ly o~ly to the samples tested _~_~,'~,~,T~., an~ are not indicative of th? ~?alitie~ of ~_r~mt~ id~mtical or r,,imilal ~i~1~11 ,en~--'-- ' 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% Respectfully Submitted By: --'(~-~ of Alpha Testing, Inc