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Cambridge Phase 1-LR 940607 (5)
J G EOTECHNICAL ENGINEERING GEE Consultants, Inc. F 2540 Glenda Lane · Suite 10g · Dallas, lexas 75229 · (214) 620-97~1 · [ax (214) 620-9794 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOH, Method: ASTM D2922 D3017 D698 Page 1 of 2 Client: Beamer Development Company M~ri.i D~rivtio~ Max. Do' Optimum Density Moismr~ (Lbs/CuF0 Cou~t (~) Project: Estates of Cambridge Manor Phase I 1. Dark Gray Clayey Sand 101.1 14.2 Test Date: June 3, 1994 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 ~th Gravel 115.2 9.3 Required Moisture (%):+5% or _+3% Optimum 5. Dark Gray Silty Clay 94.6 21.1 Mat Location/Elcvatiou (and/or) Lift In-Place In-Place Percent No. DO' Densi~' Moisvare Compactio~ Test (LbsICuFt) Cou~em (%) No. 5 Kings Canyon Court, Station 1 +25 - 14 Lift 32 100.8 24.3 106.6 6 '° Centerline 5 Kings Canyon Court, Station 4+30 - 1" Lin 33 97.2 23.8 102.7 6~ 10' north of Centerline Above Test Results Mcct SpecificationRequircn~e~] // /