Prestwick-LR010807GEOTEC~NICAL ENGINEERING ,
'E' 'iONMENTA CO S TINO GEE Consultants, Inc.
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 . (214) 352-5433 - Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Densit~ Report No. 14 (200-0361) Method: ASTM D2922 D3017 D698 Pase of 1
Client: B.A.V. Development, Inc. Material De$cript,on Maximum Optimum
Project: Prestwick Court (LbslCuFt) Percent
1, Yellowish Brown Sandy Clay w/olive gray & occasional 111.1 14.0
Test Date: August 3, 2001 limestone 1o6.5 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: August 7, 2001 4. Gray Sandy Clay w/tan weathered lim~tone [ragment~
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 Moiseare (%): Opt +5% (Clay);
Opt. +3%(Sand)
Mat Locatio~Elevation {and/or) Lift [n-Place [n-Place Percent
No. Dry Density Moisture Compaction
Test tLbs/CuFt) Content (%)
Probe
Dept
4 Sanitary Sewer Manhole
39 Station 0+00 94.2 11.9 * 91.3 *
3 8" Water Line
40 in front of Lot 10 99.0 l 1.0 * 89.6 *
4 Natural - Prestwick Ct.
41 Station 6+00 105.9 18.0 102.6
Test results do not meet project specifications
cc: Mr. Bob Delsanter - B.A.V. Development, Inc. Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Larry Davis - City of Copp¢ll
Mr. Robert Hodges Angelo lafrate Construction, EEC.
Mr. Royce Carter - H&W Utility Comractor
letters and reports apply only to the san~ple tested andYor observed, and are not necessarily indicative of the quantities of apparently idem~cal or similar products.