Cambridge Phase 1-LR 940610IG EOTECHNiCAL
ENGINEERING GEE Consultants, Inc.
E I
2540 Glenda lane · Suite 10g · Dallas, lexas 75220 · (214) 620-9791 · Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Be~mer Development Compnny M,t~i,~ O~-~iotio, Mtx. OO-
I)en~i~ Moi~tu~
t LI~;CuFtl Con. at:
Project: Estates of Cambridge Manor Phase I
I. Dark Gray Sandy Clay 101.1 14.2
Test Date: June 8, 1994 (A.M.)
2. Browu Clays, Sand 107.1 14.3
Report Date: June 10, 1994
3. Yellowish Bro~*~ and Olis'e Gray Clays' Sand 114.3 9.8
Required Density (%): 95% to 105%
4. Yellowish Brow~ Clays' Sand with Gravel 115.2 9.3
Required Moistur~ (%): =3%, _.5% Opthnum
5. Dark Gray Silty, Cia)' 94.6 21.1
Mat Locntio~.'E[¢va~ion !ar~'or~ Lift In-P]~e [n-Place
No. DO.- Demi.~.-Moistu~
Test ~l.~-CuFt~ Coment i % )
No.
Probe
3 Block D, Lot 1, 4~ Lift, re-test of #81
89 101.1 16.0' 88.5*
3 Block D, Lot 16, 4~ Lift
90 109.6 7.3 95.9
3 Block D. Lot 6, 4~" Lift, re-test of #83
91 115.7 8.9 101.2
6"
~ Block B, Lot 8, 7'~ Lift
92 114.0 11.4 99.7
6"
2 Block B, Lot 5, 9~ Lift
93 110.$ 14.8 103.2
* Does not meet specification requirements '~.-~/-~ ~ ~
CC: Bill Anderson- Dowdy, Anderson and Associates, Inc.
Larry Davis - City of Coppell
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