Cambridge Phase 1-LR 940712 (2)J G EOTECHNICAL
ENGINEERING GEE Consultants, Inc.
E INVIRONMENT -' --
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Method: ASTM D2922 D3017 13698 Page
1
of
1
Client: Reamer Developmem Company Material E~mni~ion M~x.I)tT
Dm~ity Moi~mm
Project: F.~lai~ of Cambridge Manor Phase I
1. Dark Oray Sandy Clay 101.1
Test Date: July 7, 1994
2. Brown Clayey Sand 107.1 143
Report Date: July 12. 1994
3. Yellowish Brown Olive Gray Clayey Sand 1143 9.8
Required Density (%): 95% to 105%
4. Yellowish Browa Clayey Sand with Gravel 115.:~ 9.3
Required Moisture (%):+3%. Opfmam +5% 5. Dark Gray Silty. Clay 94.6 21.1
Mat Locatio~-El~'atio~ (ar~'or~ Li~ In-Pla~ In-Pla~ P~rc~at
No. Do/.' D~n-~ity MoLmttm~
Teat ( Ll~:Cul:t~ Comma
No.
proh~
2 Castle Creek Drive, Suation G-,-50. Lii~//4
214 103.2 17.7 96.3
6'
2 Lot 12. Block D. 6th lit~
215 110.0 16.6 102.7
6~
2 Lot 14, Block D. 8th
216 96.9 19.l 95.9
6"
I Lot 16. Block D. 9th lift
217 105.0 19.2 103.9
6"
Bill Anderson - Dowdy, Anderson and Associates. Inc.
Larry. Davis - City of Copp¢ll