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Prestwick-LR010808 (2)G1 · GEOTECHNICAL ENGINEERING I E .ENV[RONMENTALCONSULTiNG GEE Comulta ls, Inc.  · CONSTRUCTION MAT[RIALSTESTING 10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 15 (200-0361) Method: ASTM D2922 D3017 D698 Pa[e 1 of I Client: B.A.V. Development, Inc. Material Description Maximum Optimum Dry Moisture Density Content Project: Prestwick Court (Lbs/CuFf) Percent 1. Yellowish Brown Sandy Clay w/olive gray & occasional Test Date: August 6, 2001 lhne~tone Ilia 14.0 2. Light Gray Lhnestone w/gray sandy clay 106.5 15.7 3. Light Gray & Yellowish Brown Sandy Clay 110.5 14.0 103.3 18.0 Report Date: August 8, 2001 4. Gray Sandy Clay w/tan weathered llm~tone fragments 98.3 20.2 5. Brown Silty Clay 116.2 11.6 6. Brown Clayey Sand Required Density (%): Min. 95% 7. Dark Brown & Brown Clay 99.4 20.8 Required Moisture (%): Opt +5% (Clay); Opt. :[:3%(Sand) Mat Location/Elevation ~and/or) Lift In-Place In-Place Percent No. Dry. Density Moisture Compacuon Test iLbstCuFt) Content 1%) No. Probe 2 Subgrade - Prestwick Ln. 42 Station 2 + 50 107.5 17.2 100.9 2 Subgrade - Prestwick Ln., 1' B.E.G. 43 Station 3+00 106.0 I5.8 99.5 Test results meet project specifications cc: Mr. Bob De!santer - B.A.V. Development, Inc. Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc. ~ Mr. Larry Davis- City of Coppell /' ./J-// /7 '/ Mr. Robert Hodges - Angelo lafrate Construction, L.L.C.--,,~-~ s&.,~,~