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Cambridge Phase 1-LR 940607 (3)
G EOTECHNICAL E GEE Consultants, inc. 2540 Glenda lane · Suite 108 · Dallas, lexas 75229 · (214) 620-9791 * Fax (214) 620-9794 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIl, Method: ASTM D2922 D3017 D698 Page 1 of 2 Client: Beamer Development Company Dcmity Mo~ur~ (Lb~/CuFt)Content (%) Project: Estates of Cambridge Manor Phase 1. Dark Gray Sandy Clay 101.1 14.2 Test Date: June 4, 1994 (P.M.) 2. Brown Clayey Sand 107.1 14.3 Report Date: June 7, 1994 3. Yellowish Brown and Olive Gray Clayey Sand 114.3 9.8 Required Density (%): 95% to 105% 4. Yellowish Brown Clayey Sand with Gravel 115.2 9.3 Required Moisture (%):+3%, +5% Optimum 5. Dark Gray Silty Clay 94.6 21.1 Mat LocalionlElevation (and/or) Lift In-Place In-Place Percent Teat No. D~ Density Moiatur~ Compaction No. (Lbs/C'uFt) Content (%) Probe Depth 2 Lot 9, Block B, 4~ Lift 45 111.5 17.1 104.1 6" 5 Lot 7, Block B, 4~ Lift 46 '98.0 24.1 103.6 2 Lot 5, Block B, 4~ Lift 47 105.0 17.3 98.0 6" 2 Lot 3, Block B, 4~h Lift 48 111.6 16.1 104.2 6" Above Test Results Meet Spe¢ification~i~quir~men~ cc: Bill Anderson- Dowdy, Anderson and Associates, Inc. Larry Davis - City of Coppell