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Cambridge Phase 1-LR 940607 (9)
G EOTECHNICAL E GEE Consultants, Inc. 2540 Glenda lane · Suite 108 · Dallas, lexas 75229 · (214) 620-9791 · Fax (214) 620-9794 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIl. Method: ASTM D2922 D3017 D698 Page 1 of 1 Client: Beamer Development Company Ma~er~l Descripfio~ Max. DryOptimum Dmsity Moisme (Lbs/CuFt) Conl~nt (~) Project: Estates of Cambridge Manor Phase I I. Dark Gray Sandy 101.1 14.2 Test Date: May 31, 1994 (A.M.) 2. Brown Clayey Sand 107.1 14.;3 Report Date: June 7, 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 9.3 Required Moisture (%):+5% or +;3% Optimum 5. Dark Gray Silty Clay 94.6 21.1 Mat Locatio~'El¢¥ation (and;or) Lif~ In-Place In-Place Percent Test No. Dry' Densi~' Moisture CompactJo~t No. (Lbs/CuFt) Co~t~nt (~) Prol~ D~pth 2 Lot 10, ]3lock B, Sub§fade 2 Lot 8, Block ]3, Subgrade 2 102.8 13.7 96.0 6" 2 Lot 6, Block B, Subgrade 3 Lot 4, ]3lock ]3, Subgrade 6" 4 Lot 2, ]3lock ]3, Subgrade 5 121.7 9.5 105.6 6n 5 Lot 1, Block B, Subgrade 6 97.7 24.0 103.3 6" Above Test Results Meet Spgeifiea~, on Requu'e~nents Our letters and .mpo~ app .N' ordy to ~ ~ample te~led and.:ot impected, and am not nm:easatily in:lic~ti~ of O~e quantitie~ of appm~nlly kJentic~d ot simi~' products.