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Cambridge Phase 1-LR 940726 (2)
E GEE Consultants, Inc. 2540 Glenda Lane * Suite 10g · Dallas, lexas 75229 · (214) 620-9791 · Fax (214) 620-9794 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SO1], Density Report No.30 Method: ASTM D2922 133017 D698 Page Client: Beamer Development Company M,~l [~-~fip~i~ Max. Dry Optimum Density Moisture Project: Estates of Cambridge Manor Phase I (.Lbs/CuFt) Content (%) Test Date: July 22. 1994 I. Dark Gray Sandy Clay 101.1 14.2 Report Date: July 26, 1994 2. Brown Clayey. Sand 107.1 14.3 3. Yellowish, Brown Olive Gray Clayey Sand 114.3 9.8 4. Yellowish Brown Clays' Sand w/Gravel 115.2 9.3 Required Density (%): 95% to 105% 5. Dark Gray Silt)' Clay 94.6 21.1 6. Gray Shale 90.2 24.0 Required Moisture (%): +3%. Optimum +5% 7. Yellowish Bro~ and Light (;ray "Sand 103.4 8.4 Mat Locati~u,.~ion No. D~. Detmit.~ Moistm'e Coml~ion Te~t (L,~.:Cu. Ft ~ Co~.,mu Prol~ 5 Lot 10, Block B, 5th lift 227 91.3 24.9 96.5 6" 5 Lot 15, Block D, 9th Iifx 228 95.6 25.5 101.0 6~ 5 Lot 7, Block D, 8th lift ~.~9 98.7 24. I 104.3 6' All test meet Ihe, l~oject specitications cc: Bill ^ndcrson - Dowdy, Anderson and ~sociates, Inc. / Larry Da¥is - Ci[y of Coppell / '