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Prestwick-LR010720GEE Consultants, Inc. [ E · ENVIRONMENTAL C©NSULTING E o CONSTRUCT]ON MATER]ALS TESTING 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. 12 (200-0361) Method: ASTM D2922 D3017 D698 Pa~e 1 of 1 Client: B.A.V. Development, Inc. Material Description Maximum Optimum Dry Moisture Density Content prOject: Prestwick Court (Lbs/CuF0 Percent Ye owish Brown Sandy Clay w/oilve gray & o~casional 111,1 14.0 Test Date: July 13, 2001 limestone 106.5 I5.7 2. Light Gray Limestone w/gray sandy clay I 3. Light Gray & Yellowish Brown Sandy Clay 14.0 103.3 18.0 Report Date: July 20, 2001 4. Gray Sandy Clay w/tan weathered limestone 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 Loca0on/E eva on a d/orl Lift In-Place In-Place Percent No Dry Density Momsture Compaction No Probe Dept 3 Line B - Station 2+25, 3' BEG 33 106.6 I8.3 96.5 3 Line B Lateral - Lot 10, Block A, 3' BEG 34 106.9 15.8 96.8 Test results meet project specifications cc: Mr. Bob Delsanter - B.A.V. Development, Inc. Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc. Mr. Larry Davis - City of Coppell Mr. Robert Hodges - Angelo Iafrate Construction, L.L.C. Mr. Royce Carter - H&W Utility Contractor Our letters and reports are for the exclusive use of the client to whom they are addressed Thc use of our name must receive our prior written approval Our letters and reports apply only to the sample tested and/or observed, and are not necessarily indicative of the quantities of apparently idenncal or similar products. · GEOTECHNICAL ENGINEERING E GEE Consultants, Inc. · CONSTRUCTION MATERIALSTESTING 0046 Monroe Drive ° Dallas, Texas 75229 ° (214) 352-5433 · Fax !214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Densit~ Report No. 13 (200-036l) Method: ASTM D2922 D3017 D698 Pase of 1 Client: B.A.V. Development, Inc. Mate~nl Description Maximum Optimum Dry Moisture Density Content Project: Prestwick Court (Lbs/Cul~t) Percent I Ynllo~a4sh Brown Sandy Clay w/olive gray & occasional 111.1 14.0 Test Date: July 16, 2001 limestone 106.5 15.7 2. Light Gray Limestone w/gray sandy clay 110.5 14.0 3. Light Gray & Yellowish Brown Sandy Clay 103.3 18.0 Report Date: July 20, 2001 4. Gray Sandy Clay w/tan weathered limestone fragments 98.3 20.2 5. Brown Silty Clay 116.2 11.6 6. Brown Clayey Sand 99.4 20.8 Required Density ( %): Min. 95% 7. Dark Brown & Brown Clay Required Moisture (%): Opt +5% (Clay); Opt. _+3%(Sand) Mat Location~Elevation ~anct/orl Lil~l [a-Place [n-Place Percent No. Dry Density Moisture Compaction No. Probe Dept 6 Final Lift 35 8" san/tary sewer line B - Station 2 +00 [11.0 11.7 95.5 6 4" sanitary sewer line 36 Lot I0 110.2 10.1 95.0 6 8" water line - 2' top of pipe 37 Center of Lot 2, Block B 110.'5 9.5 95. [ 7 Final Lift - 8" water line - 4' top of pipe 38 Center of Lot 2, Block B 94.9 20.9 95.4 Test results meet project specifications cc: Mr. Bob Delsamer - B.A.V. Development, Inc. Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc. Mr. Larry Davis - City of Coppell Mr. Robert Hodges - Angelo Iafrate Construction, L.L.C. Mr. Royce Carter - H&W Utility Contractor letters and reports apply only to mc sample tested and/or observed, and are not necessarily inn[cat,ye of the quantities of apparently identical or similar products.