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Denton Tap L2R BA-LR 980911 ALPHA T£ 'lNG, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (972) 620-8911 Client'.S_u. perior Built. Coppell. Texas Project NameQYmnastics Center. Coppell. Texas Our Report No.9.8_6.86~9 Date.O9.'l 1/98 135 Soil Classification:DARK BROWN LIME STABILIZED SANDY CLAY Soil I.D. Number: I L Test Method: ASTM D-698 130 Maximum Dry Unit Weight: 111.9 pcf 14.0 '. Optimum Moisture Content: % 125 Liquid Limit 39.0 % Plasticity Index 8.0 i ' ~2o ' REPORT OF MOISTURE DENSITY ! RELATIONSHIP OF SOIL 115 ~.~ ~. 110 ° I-- - -r 105 ~- Z :::) 100 ; ' ZERO AIR VOIDS CURVES ~ -~.i --. ' i- FOR i i SPECIFIC GRAVITIES OF · 2.80 90 " -- - ~~ ~.. 2.70 0 5 10 15 20 25 30 35 40 ' 45 CG01083-20 ALPHA TI- 'rING, INC. 2209 Wiscon~,,I St. Suite 100 Dallas, Texas 75229 (972) 620-8911 Client: Superior. B~.i_l?, Coppell, Texas Project Name:Gymnastics ....... Center. Coppell, Texas Our Report No.~_8686-10 _ Date: 09/11/98 135 Soil Classification:TAN LIME STABI.II.IZED SANDY CLAY ' '- ' Soil I.D. Number: 21. Test Method: ASTM D-698 130,I Maximum Dry Unit Weight: 102.3 _ pcf 19.3 ; Optimum Moisture Content: % 37.0 9.0 125 Liquid Limit __ % Plasticity Index ~2o REPORT OF MOISTURE DENSITY , RELATIONSHIP OF SOIL 115 l ~= 110 --n 3:105 ~ . t ' ! ~ ZERO AIR VOIDS CURVES .... ~ ~ FOR ; SPECIFIC GRAVITIES OF i~ ~ : 2.80 90 i ! 2.?o ', : ,i ~ , _.~ ' "-~ .... 85 i : · , , ... .... ....... 80 ~ i I i '' ~_~_~ 75 , ~ ! I ! ' I o /