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Cambridge Phase 1-LR 940728I G E GEE Consultants, Inc. 2540 Glenda Lane · Suite 108 · Dallas, lexa$ 75229 · (214) 620-9791 · Fax (214~ 620-9794 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No.32 Method: ASTM D2922 D3017 D698 Page Client: Beamer Deveiopmeat Company M,~,d I:~i.. Max. Dry Optimum I~t~ity Moisture Project: Estates of Cambridgo .Manor Phase l (Lbs/Cut:t)Content (%) Test Data: July 26, 1994 1. Dark Gray Sandy Clay 101.1 14.2 Report Date: July 28, 1994 2. Brown Clayey Sand 107,1 143 3. Yellowish Brown Olive Gray Clayey Sand 114.3 9,8 4. YeBowish Brown Clayey Saad w/Gravel 115.2 9,3 Required Density (%): 95% to 105% 5. Dark Gray Silty Clay 94,6 21.1 6. Gray Shale 90,~ 24.0 Required Moisture (.~):±3%, Optimum *5% 7. Yellowish Brows and Light Gray Sand 103.4 8,4 Mat Locatiowl~'l~-atioa (and.-or~ LiR ln-Plac~ b~-Pla~ P~rc~n~ No. DO' D~nzity ktoksm~ Compaction No. 2 7+90 line A surface 236 107.9 12,4 100.8 6" 5 2+60, 2nd lift, line A 237 97.0 25.0 102.5 6" 5 2~55.3rd lift. lin~ A 238 96.8 26.1 102.3 5 2+40. surface, line A 239 99.4 24.0 105.0 All test meet th,9~n~., j¢¢t specifications cc: Bill Anderson-Dowdy. Anderson and Associates, Inc. Larry Davis - CRy of Coppell