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Cambridge Phase 1-LR 940607 (8) E GEE Consultants, Inc. 2540 Glenda Lane · Suite I08 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Me~hod: AS~4 D2922 D3017 D698 Page I of 2 Client: Beflmer Developmen$ Company Demity Mohtme Project: Estates of Cambridge Manor Phase I 1. Dark Gray Sandy I01.1 14~ Test Date: May 31, 1994 (P.M.) 2. Brown Clayey Sand 107.1 14.3 Report Date: June 7, 1994 3. Yellowish Brow~ 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 (%):+5% or +3% Optimum 5. Dark Gray Silty. Clay 94.6 21.1 Ma~ Locafio~Elevalion (a~d/or) Lib la-Place la-Pl~ce Pe~cmt Test ,No. Dry Demi .w' Moisture Comp~:~i~ No. (Lbs~CuF0 Comem (.~) Depth 5 Lot 3, Block C, Subgrade 7 98.9 21.3 104.5 6· 5 Lot 5, Block C, Subgrade 8 96.8 24.7 102.3 6~ 5 Lot 7, Block C, Subgrade 9 94.4 25.9 99.8 6~ 5 Lot 12, Block D, $ubgrade l0 96.3 21.3 I01.8 5 Lot 14, Block D, $ubgrade 11 94.7 24.4 I00. 6~ 5 Lot 16, Block D, Subgrade [2 97.5 25.3 103. I 6' 5 Lot 2, Block D, Subgrmie 13 94.9 25.3 100.3 6- Above Tc~ Re~ult~ Meet Specification R~quir~m~m REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Method: ASTM D2922 D3017 D698 Page 2 of 2 Client: Benmer Development Company. Projo~t: F. atnte~ of C, ambrid~e Manor Pl~se l 1. Dark Gray Sandy. I01.1 14.2 Test Date: May 3L 1994 2. Brmm Clayey Sand 10'/.1 14.,3 Report Date: J~ne ?, 1994 3. Yellowish Br~n and Olive Gray Clayey Sand 114.3 9.8 Required Density (%): 95% to 105% 4. Yellowish Brown Clayey S,'md with Gravel 115.2 9.3 Required Moisture (..%):'+'5% or +3% Op~mum 5. Dark Gray S~ty Clay' 94.6 21.1 Te~ .No. D~. Domity MoP, mm Comp~fi~n No. 5 Lot 4. Block D. Subgract~ 14 93.8 23.4 99.2 3 Lot 1. Block A. Subgrade 15 ! 1 i .2 12.1 97.3 6' Above Test Results M¢~'C~-~,p,."¢ification Requirements