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Brighton Manor-LR040813
Construction Materials Testing and Environmental Consulting Texas CMT, 10044 Monroe Drive Dallas, Texas 75229 t214) 352~6957 Fax (214) 352-6972 www .texascmt.com REPORT OF I PLACE DENSITY AND MOISTURE OF SOIL Densit~ Report No. 13~4- Y126) Method: A~, I'M D2922 Client: ~ ~ Maler~al Descr/pUon Maximum Optimum Dry. Moisture Densi~ Content Project: (Lbs/CuFO Percent 1. Olive Gray Sandy Clay 103.9 19.o Test Date: August 1 I, 2004 2. Yellowish Orange Clayey Sand 117.6 12.8 3. Dark Brown Clay 95.8 24.0 Report Date: August 13, 2004 4. Light Brown Clay 93.9 24.0 5. Yellowish Orange Clayey Sand 120.2 11.3 6. Gray Shale 98.1 19.5 Required Density (%): Min. 95% 7. Brown Clayey Sand - cement treated 108.6 17.7 8. Brown Clay - cement treated 93.6 26.2 Required Moisture (%): Opt. ±2.5% 9. Gray Sandy Clay - cement treated 91.4 27.6 Mat LocatiolvElevatlon tend/or } Lift In-Place In-Place Percent No Dry Densa~ Moisture Compaction Test ~Lbs, CuFl) Content (%) No I Retest # 112 116 6" 100.4 17.7/9 6.6 2 Retest # 113 117 121.0 10.8 102.9 4 Retest# 114 I 18 99.6 27.9 * 106.1 2 Retest# 115 I 19 120.0 10.5 Test results do not meet project specifications - Mr. Larry LJavis - city of Coppell I ~