Eckerd's-LR 990104 (3) GEOTECHNICAL ENGINLA, NG
J
E J 'ENV' ONMENTALCONSULT'NG GEE Consultants, Inc.
I EI 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. 11 (298-0412) Method: ASTM D2922 D3017 D698 Page of 1
Client: North American Properties Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Eckerds (Lbs/CuF0 Percent
Coppeil, Texas 96.4
I. Dark Brown Clay 10';.3 12.6
Test Date: December 31, 1998(11:00 am) 2. Orange & Gray Clayey Sand (Select Fill}
3. Dark Brown Clay i00.2 19.2
Report Date: January 4, 1999
Required Density (%): 95% - 105%
Required Moisture (%): Opt +5% (Clay)
Opt :t:3% (Sand)
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuFO Content (%)
No.
Probe
Depth
I 1st Lift
38 80' N. of detector check vault - 30" above fire line 89.2 20.8 92.5 *
6"
* Test does not meets project specifications
cc: Mr. John Maggiore - North American Properties
Mr. Lance Lilly - Richmond Group
Mr. Gary Stokes - C. A. Walker Construction
Mr. Lee Stone - City of Coppeil t'N -
Mr. Larry Davis - City of Coppeli ~~
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name[n~st.rece,ve o.ur .p.nor. w.r,tten.~.proval.. Our
letters and reports apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantl~s o~ apparenay i~lent~cal or s~mllar prooucts.