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Brighton Manor-LR040803
Construction Materials Testing and Environmental Consulting 10044 Monroe Drive Dallas, Texas 75229 Texas CMT, ] rlc. (214) 352-6957 Fax (214) 352-6972 www .texascmt.com REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Densit Report No. 12 (204-0126) Method: ASTM D2922 D3017 D698 Page 1 of 1 Client: Street Homes Material Description Maximum Optimum Density Content Projec (LbslCuFt) Percent 1. Olive Gray Sandy Clay 103.9 19.0 Test Datw. Tfil~21~, 2004 2. Yellowish Orange Clayey Sand I17.6 12.8 ! 3, Dark Brown Clay 95.8 24.0 Report Date: August 3, 2004 4. Light Brown Clay 93.9 24.0 5. Yellowish Orange Clayey Sand 120.2 ll.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 Lcca~iord Elevation land/or) Lift In-Place la-Place Percent No. Dry Density Moisture Compaction Test (Lbs/CuFt) Content (%) No, Probe ** Retest # 31 112 113.2 6.4 ** ** Retest//32 113 111.2 6.2 ** 1 Retest # 35 114 108.3 16.0 * 104.2 ** Retest # 40 115 111.9 7.8 ** * Test results do not meet project specifications ** Silty sand not able to compact ~)_~ o cc: Mr. Jim Street - Street Homes Mr. Larry Davis * City of Copped Mr. Rodney Louviere - Fax: 972-931-6787