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Cambridge Phase 1-LR 940627 (2)I G EOTECHNICAL GEE ln¢ ENGINEERING onsu tants E INVIRONMENTAL 2540 Glenda Lane · Suite 108 a Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-97~. REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOH. Method: ASTM D2922 D3017 D698 Page 1 of Cli,~nt: Beamer Development Company Dm~ity. Moisru~ {'L~.'CN~Ft ~ Project: Estates of Cambridge Manor Pha~ ! 1. Dark Gray Sandy. Clay 101.I 14.2 Test Date: June 23, 1994 2. Brown Clayey Sa~d 107.1 14.3 Report Date: June 27. 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 93 Required Moistur~ (%):+3%, Optimum +5% 5. Dark Gray Silty. Clay 94.6 21.1 6. Gray b~lmle 90.2 24.0 7. Yellowish Brown and Light Gray Sand 103.9 8.4 Mat Locatio~'Eg'vation land.Jori Li/~ In-Place In-Plato l~r~m No. Dq..' Demity Molsru~ Comgac'.ion T~t No. PrO~ 2 Lot 12. Block D, 3rd 175 112.4 11.7 105.0 2 Lot 10, Block D. 3rd lir~ 176 107.5 11.5 100.4 6' 2 Lot 13. Block D. 7th lift - RETEST OF #167 177 111.8 16.0 104.4 6- 2 Lot 16. Block D. 8~h lift - RETEST OF//170 178 110.8 14.4 103.4 6" $ Lot 1. Block C. 4th lit~ 179 113.0 10.0 98.9 6' 3 Lot 3. Block C, 4th lift 1_., 96.8 180 110.7 2 Lot 5, Block C, 4th lift 181 106.4 12.0 99.3 6" 5 LOt 7, Block C. 4th lift 182 94.6 25.6 100.0 cc: Bill Anderson - Dowdy, Anderson and Associates. Inc~' ,,, Larry. Davis - City of Copp,ql