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PA9901-LR001205
ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Datias, Texas 75229 9727620 -8911 - 972/263- 4937(Metro) FAX: 9727406 -8023 Client: Dean Construction Cedar Hill, Texas Project: Wagon Wheel Phase 11 CODOell. Texas Our Report Number.: Material Description: Classification: Sample Location: Method of Test: Soil Identification Number: Maximum Dry Unit Weight: Optimum Moisture Content: Liquid Limit: 00931 -6 Date: 12/5/00 Dark Brown Clay Lime Stabilized Park Main Road Station 0 +50 ASTM -D -698 -A 3L 92.5 pcf 25.5 % 45 9 120 115 110 105 100 v d 95 2 (9 90 w 3 t- Z BE Y O g< 7: `t 6'. 0% 5% 10% 15% 20% 25% 30% 35% MOISTURE CONTENT 1 45% 50% 50% MOISTURE DENSITY RELATIONSHIP ALPHA TESTING, INC. MOISTURE DENSITY RELATIONSHIP LABORATORY FORM PROJECT# 00931 DATE 12/5/00 A Point No. Mold No. Mold and Sample W Tare weight of mold Mold Volume cu. in. Sample Weight gram Sample Weight Lbs Wet Density PCF Can No. Can & wet Weight Can & Dry Weight Tare weight of can Water Weight Dry Weight Moisture Content Dry Density PCF Moisture Content 1 2 3 4 5 3 3 3 3 3 3689 2024 0.0332 1665 3745 2024 0.0332 1721 3787 2024 0.0332 1763 3747 2024 0.0332 1723 2024 0.0332 -2024 3.671 3.794 3.887 3.799 -4.462 110.56 114.28 117.07 114.42 - 134.40 1A 1B 2A 2B 3A I 3B 4A I 4B 5A 5B 80.6 79.1 78.2 89.2 88.01 87.0 92.21 89. 1 1.009 1 1.014 66.2 653 62.9 71.8 69.4 68.7 7141 69.1 1.8 1.8 1.8 1.8 1.8 1.8 1.81 1.8 1.8 1.8 14.4 13. 15.3 17.4 18.6 18.3 20.8 20.3 0.0 0.0 64.4 63.4 61.1 70.0 67.6 66. 69.6 67.3 -1.8 -1.8 22.4%1 21.9%1 25.0%1 24.9% 27.5% 27.4% 29.9% 30.2% 0.0% 0.0% 90.5 1 1 91.5 1 91.9 88.0 -134.4 22.1%1 124.9% 27.4 0 /6 30.0% 0.0% Mold I 1 I 2 3 4 Size 4" 4" 4" 6" Vol. 0.0327 0.0335 0.0332 0.0741 WET WT. &TARE DRY WT. &TARE TARE WT. #Blows Corr. WT DRY SMPL WT OF WATER Water Content LL PL PI LL 1 21 25. 1 23 18. L 25 1. 131 25 1 29 16. 0.974 7.41 10.985 44.53% 35.11 ° / 45 1 35 ASTM D-698 A ASTM D -1557 THD 113- No. of Blows Corr. Factor 1 20 1 21 1 22 1 23 1 24 L 25 1 26 1 27 1 28 1 29 1 30 0.974 1 0.979 10.985 1 0.999 1 0.995 1 1.0 1 1.005 1 1.009 1 1.014 1 1.018 1 1.022 Test Ran By: I lCalculated By: sp