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ST9302-LR 981102 ALPHA TESTING, INC. 2209 wisconsin St. Suite 100 Dallas, Texas 75229 (972) 620-8911 Client: Cit7 ~Copp~ll, Copl~ll, 'texas Project Name: Saady Lake Rd Project, Copp~l, 'texas Our Report No.: 98881-4 Date: Soil Classification: TANN[SH BROWN SANDY CLAY (CL) [ Soil I.D. Number:. 3_ Test Method:_ · ~ Maximum Dry Unit Weight:. 11/.6 __ I 13 3 [ Optimum Moisture Content: .... ~ L'~6'0 % PlasticityIndex_ SAMPLE LOCATION: REPORT OF MOISTURE 12 RELATIONSHIP OF S' '~ % % ZERO AIR VOl % % ~ FOI , % % SPECIFICGR ~ ~ 2.75 %~ ~~ 2.65 25 30 35 40 / 5 11/02/98 MOISTURE CONTENT - % ASTM D-698 Il.0 DENSITY )IL CURVES GRAVmES OF pcf % CG01083-20 ir ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (972) 620-8911 Client: City of Coppcll, Coppcll, Texas Project Name: SamJy La~e Rd Project, Coppcl, Texas Our Report No.: 98881-3 Date: Soil Classification: GRAY SANDY CLAY (CL) 2 Soil I.D. Number: Test Method: 119.1 Maximum Dry Unit Weight: Optimum Moisture Content: 12.3 Liquid Limit 25.0 % Plasticity Index_ S~ ~A~ON: REPORT OF MOISTURE [ RELATIONSHIP OF S % ~ ~ ZERO AIRVO~ ~% ~ FO ~ ~ % SPECIFIC GR ~, ~% ~2.~ ~ ~ k 2.7( 11/02/98 0 5 10 15 20 25 30 3~ 40 /)45 MOISTURE CONTENT- % ASTM D-698 10.0 DENSITY AIR VOIDS CURVES OF pcf CG01083-20 ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (972) 620-8911 Client: Cit7 of Coppcil, CoppcU, Texas Project Name: Saady ].,a~c Rd Project, Coppcl, Tcxas Our Report No.: 9888]-2 Date: Soil Classification: GEA¥ SANDY CLAY (CL) itl 1 [ % % Soil I.D. Number: Test Method:_ ~ ~ 117.9 i~[ % Maximum Dry Unit Weight: ~ % ~ Optimum Moisture Content: 12.5 % ~ Liquid Limit 24.0 % Plastici~ Index % % % S~ ~A~ON: '' ~ REPORT OF MOISTURE ~ ~ ~ ' RELATIONSHIP OF S ' ~ %'% ZERO AIR VOl , % ~ SPECIFIC GR ~ % 2.~ 11/02/98 0 5 10 15 20 25 30 35 40 /~5 MOISTURE CONTENT- % ~ ASTM D-698 % 9.0 DENSITY }IL CURVES GRAVITIES OF