Cambridge Phase 1-LR 940627 (3)G EOTECHNICAL
ENGINEERING GEE Consultants, Inc.
E INVIRONMENTAL
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOI'I.
Method: ASTM D2922 D3017 D698 Page 1 of 3
Client: Beamer Development Company .~a~-~ ~.~.i~i~ M.~.~o- 0~. ~.~
Der~ity Moism~
Project: Estates of Cambridge Manor Phase I ,.l.~.'c'~l:t~
1. Dark Gray Sandy Clay 101.1 14.2
Test Date: June 22. 1994
2. Bro~ Clayey Sand 107.1 14.3
Report Date: June 27, 1994
3. Ydlow[sh Brox,~ and Olive Gray Clayey Sand 114.3 9.8
Required Density (%): 95% to 105%
4. Yellowish Brown Clayey Sand with Gravel 115.2 9.3
Required Moisture (%):+3%, Optimum ~-5%
5. Dark Gray Silty Clay 94.6 21.1
6. Gray Shale 90.2 :24.0
7. Yellowish Broy,a and Light Gray ~'~aad 103.9 8.4
Mat Lacatio~,'Elcvatioa land/or~ Lift I~-Plae~ IA-Place Pcr~cm
Tczt No. ~ Dcmi~' Moisture Coa~ac~ion
No. :Ll~/Cui:t) Comcra t '~,1
Probe
7 Lot 11, Block D. lift #2, RE-TEST OF #140
173 106.5 8.9 102.5
6'
3 Lot 10. Block D. lift #2
174 110.5 10.3 96.7
cc: Bill Anderson - Dowdy, Anderson and Associates, Inc.
Larry Davis - City of Coppell
.MI le~mm and reOotn~ a~ for flx~ e, xcluoiYe us~ of tl~ ciimM to whcez tlmy a]~ addmoocd ami s~il n~ bo '~'pr~zuco~ witho~ th~ flail a~o~'al of GEE CarduJlants. ltd:. Th~ ~ of Out na~m must
oar prior ~.natr~na apb-oval. O~r Jet,rs and rcpoflz apply only to th~ sample ~:~.,~4 and/or blsl~.c'd~ a2~ ar~ not nr, oc~mriiy indicative of tl~ quan~tle~ of al~y id~mical or similac pr~lucts.