Cambridge Phase 1-LR 940729 (2)J G EOTECHNICAL
E GEE Consultants, inc.
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.33 Method: ASTM D2922 D3017 D698 Page I of 1
Client: Beamer Development Company Malarial I~fimio= Max. Dry Optimum
Density Moistur~
Project: Estates of Cambridge Manor Phase I (Lbs/CuFf) C0ntent
(%)
Test Date: July 27, 1994
1. Dark Gray Sandy Clay 101.1
2. Brown Clayey Sand 107.1 14.3
Report Date: July 29, 1994 3. Yellowish Brown Olive Gray Clayey Sand 114.3 9.8
4. Yellowish Brown Clayey. Sand w/Gravel 115.2 9.3
Required Density (%): 95% to 105% 5. Dark Gray Silty. Clay 94.6 21.1
6. Gray Shale 90.2 24.0
Required Moisture (%): ,-3%, Optimum ?5% 7. Yellowish Brown and Light Gray "Sand 103.4 8.4
Mat Locatio~'£1~'ation (ar~'or~ Lift In. Pla~ Ir,-Plac~
No. DE,~' Demity Moiatu~ Compact. iota
.No.
5 Station 5+00. line A. 3rd lift
240 86.6 26.1 91.5
6"
5 Station 5-05, lin,' A. 2nd lift
241 90.3 25.1 95.4
6'
5 Station 5 + 10. line A. Ist
242 86.4 25.8 91.3
6"
All test meet the~.pmjeet specifications
cc: Bill Anderson - Dowdy. Anderson and Associates. Inc. ~')
Larry. Davis - City of Coppeil il/ . .J ~;