Cambridge Phase 1-LR 940705 (2) G EOTECHNICAL
E GEE Consultants, Inc.
2540 Glenda Lane · Suite 10g · Dallas, lexas 75229 · (214) 620-0791 · Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOH,
Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Beamer Development Company Ma,,mi oe~i~ M~.o~. o~i~
Demi~.' Moi~
Project: E.~tat~ of Cambridge M~mor Phase [
I. Dark Gray Sandy. Clay 101.1 14.2
Test Date: June 9, 1994 (A.M.) - RE~qSED
2. Brow~ Clayey S~md 107.1 14.~
Repo, Date: Jul.,,' $. 1994
3. Yellowish Brow~ and Olive Gray Clayey S~md 114.3 9.8
Required Density (%): 95% to 105%
4. Yellowish Brawn Clayey Sand with Gravel 115.2 9.3
Required Moisture (%):.°,-3%, +5% Optimum
5. Dark Gray Silty. Clay 94.6 21.1
Mat Lo~tio~'El~atio~ ~and;orl Lift [n-Plac~ In-P!ac~: Percent
No. Dry Demity Moisrm~ Con'q~m. lan
~o. :Lbs:CuFf! Co~'m I '~ ;
3 Block D, Lot 1, 4'~ Lift, re-test of#81
89 101. I 16.0' 88.5*
6"
3 Block D, Lot 16, 4'~ Lift
90 109.6 7.3 95.9
6"
3 Block D, Lot 6, 4~ Lift, re-test of #83
91 115.7 8.9 101.2
6"
3 Block B. Lot 8, 7~ Lift
92 114.O 11.4. 99.7
6"
2 Block B. Lot 5, 9" Lift
93 110.5 14.8 103.2
6"
* Does not meet specification requirements
CC: Bill Anderson - Dowdy, Anderson and Associates, Inc.
Larry Davis - City of Coppell
Our letters and reports are for the exclusive use of thc client to whom they are addressed. Thc uae of our name must receive our prior wri~en approval.
Our lelzers and reports apply only to thc .,a~nple tested an&'or inspected, and are no~ necessarily indicative of the quanlities of apparently idemieal or similar products.