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Villas at LV-LR05090309/16/2085 11:04 9724868823 ' / LPHA TESTIN(D, INC 220~ WhcOmkt St., Sulfe Oolk~ Texm ~72/~0-8911 ' 972~e37 FAX: 972/408-8023 TESTED FOR: WPC ~'004 GOPPELL, L.P. C/O DOWOEY, ANDERSON & AS$OGIATES PIANO, TEXAS PROJECT: VILLAS AT LAKE VISTA PHASE ONE COPPELL TEXAS ALPHA TESTING INC OUR REPORT NO.; MATERIAl. DESCRIPTION: CLASSIFICATION: BAMPLE LOCATION: PAGE 07/ 05152-4:3 DATE: BROWN SAND LITTLE CLAY 'TPJkCE GRAVEL LIME STABILIZED WA~ICK ~NE AT STATION 5+50 TEST METHOD: ASTM 06gB-A BOIL ID NUMBER: MAXIMUM DRY UNIT WEIGHT: 93.5 PCF OPTIMUM MOISTURE CONTENT: 24.5 % LIQUID LIMIT: 38 PLASTICITY INDEX: 6 % FINER THAN NO. 200 BIEVE: 11.7% 11o lO5 MOISTURE DENSITY RELATIONSHIP MOISTURE CONTENT Respectfully Submitted, CHARLES B WILLIAMS ALPHA TE~TINO, INC. Geotechnical Engif~een'ng ~ Constru~fon Materials Testing/~: Environmental Engineedag ~ Consul~'ng 09/16/2005 1):04 97240~8023 TESTING, INC. 2209 Wf~on~ln ~,, $ul~ FAX: 922140~8~3 T'~STED FOR: WPC 20~1COPPELL Lp. C/O OOWOEY, ANDERSON & ASSOCIATES PLANO, TI~,AS P~OJECT: VILLA8 AT LAKE VISTA PHASE ONE COPPELL, TEXAS ALPHA TESTING INC OUR REPORT NO.: MATERIAL DESCRIPTION: CLAS$1PlCATION: SAMPLE LOCATION: PAGE 88/11 08182-44 DATE: 09/03108 BROWN AND TAN SANDY CLAY TRACE GRAVEL LIME STABILIZED ALLEY DRIVE AT STATION 1+50 TEST METHOD: ASTM D~gSoA SOIL ID NUMBER: 2L MAXIMUM DRY UNITWEIGHT: 10~.6 PCF OPT1MUM MoI~rURE CONTENT: 20.5 % LIQUID LIMIT; 30 PLASTICITY INDEX: 9 % FINER THAN NO. 200 SIEVE: 53.2% '120 i MOBTURE DENSITY RELATIONSHIP 20% 2e~ ~o~ .~s '*/. MOISTURE CONTENT Respectfuliy Subml~ed, CHARLES B WILLIAMS ALPHA TESTING, INC. Geotechnical Engineerfno /.~ Const~oflon Matedals Testing ~ Environrne~ltal £ogi~eering /,~ Consulti~Tg 40% 09/1G/2005 ll:Od g7240GB023 TESTINg, INC. 220~ Writ'on,irt ~t.. 5ulM lQ) ~ Texo$ ~5~D F~: ~C ~ COPPELL, L.P. C/O ~EY, ANDERSON & ASSOCIATES P~O, ~S PROJECT: V~L~S AT ~KE VI~A PHASE ONE COPPELL, T~ ALPHA TESTING INC PAGE 89/11 O UR REPORT NO.: 05t 52-45 DATE: 09/03I:)5 MATERIAL UESCRIPTION: BROWN AND TAN CLAYEY SAND TR,~CE GRAVEL CLASSIFICATION: LIME STABILIZED SAMPLE LOCATION: AU. EY DRIVE AT STATION 1+70 Ti::8T METHOD: ASTM D698-A SOIL ID NUMBER: 3L MAXIMUM DRY UNIT WEIGHT: 100.$ PCF OPTIMUM MOISTURE CONTENT: 21.5 % LIQUID LIMIT; 34 PLASTICITY INDEX: 8 % FINER THAN NO. 200 SIEVE: 39.9% 12o MOISTURE DENSITY RELATIONSHIP 11o MOISTURE CONTENT Respectfully Submiffed, CHARLES B WILLIAMS ALPHA TESTING, INC. Geofechnical Engineenng pJ Conslrucfion Mate~ol$ TRsting ~ Environmental ~nglneedng ~,~ Consulting 40%