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Cambridge Phase 1-LR 940607 (4)E GEE Consultants, Inc. 2540 Glenda Lane · Suite 10g · Dallas, Texas 7522~ · (214) 620-9791 · Fax (214) 620-9704 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Method: ASTM D2922 D3017 D698 Page 1 of 2 Client: Benmer Development Company Material Deac~ption Max. D~tOptimmn Dgnaity Moisturc Project: Estates of Cambridge .Manor Phase I 1. Dark Gray Sandy Clay 101.1 14.2 T~st Date: June 4, 1994 (A.M.) 2. Bro~ Clayey Sand 107.1 14.3 Rcpo~ Date: June 7, 1994 3. Y~iowish Brown and Olive Gray Clayey Saad 114.3 9.8 Required Density (%): 95% to 105% 4. Yellowish Brown Clayey Sund with Gravel 11~,2 9.3 Required IVioistum (%): +3%, +$% Optimum 5. Dark Gray Salty Clay 94.6 21.1 Mat Lo~fio~'E~-a6cm (and~or~ Li.~. In-Plao~ ln-Placo Te~t No. No. (Lt~CuFt) Pro~ 2 Lot 10, Block B, 3~ Lift 34 108.6 17.5 101.4 6 ~ 2 Lot 8, Block B, 3'~ Lift 35 110.8 17.0 103.5 6" 2 Lot 6, Block B, 3'~ Lift 36 101.9 18.0 95.1 6" 5 Lot 4, Block B, 1'~ Lift 37 97.5 22.9 103.1 6 ' 5 Cambridge Manor Lane, Station 7 +55 - 1'~ Lift 38 98.5 25.4 104. I 6" 9' east of Centerline 2 Cambridge Manor Lane, Station 5+50 - 1't Lift 39 112.7 14.4 105.2 6" 12' east of Centerline 2 Lot 2, Block C, 1'~ Lift 40 107.7 17.5 99.9 6" Above Test Results Meet Specification Requirements REPORT OF IN-PLACE DENSITY AND MOISTCrRE OF SOIL Method: AS'I'M D2922 D3017 D698 Page 2 of 2 Client: I]4~mer Development Company Project: Estates of Cambrld~e Manor Phase ! 1. Dark Gray Sandy. Clay 10L1 14.2 Test Daw: June 4, 1994 (A.M.) 2. Brawa Clayey Sund 107.1 14.3 Report Date: June 7, 1994 3. Ydlowish Brown and Olive Gray Clayey Sand 114.3 9.8 Required Density (%): 9S% to 105% 4. Yellowish Brawn Clayey Sand with Gravel 115.2 9.3 Required Moisture (%):+3%, +5% Optimum 5. Dark Gray Silty Clay 94.6 21.1 Mat Location. EL~'atio~t (amb'~rl Li~. No. In-Plac~ la- Pl~n: No. ~ {IJ~CuFo C~.~ (%) 2 Lot 4, Block C, 1" Lift 41 109.3 17.3 102. ! 5 Lot 15, Block D, 1" Lift 42 99.3 25.2 105.0 6" 5 Castle Creek Drive, Station 4+42 - 1" Lift 43 94.0 26.0 99.4 6" 12' west of Centerline 5 Castle Creek Drive, Station 6+95 - 1" Lift 44 97.2 25.3 102.7 6" 12' east of Centerline Above Test Results Meet Specifa~:tion Requirements / /, Our lclltrs and reports ar~ for the exclusive use of the client t~ whom Ihey ate addressed. Thc use of our name must reccivc o~r prior written aFprovai. Our letters and reports apply only to ~e sample tested and/or inspected, nnd are not necessarily indicative of thc quantifies of apparently identical or similar products.