Cambridge Phase 1-LR 940810 G EOTECHNICAL
E GEE Consultants, inc.
2540 Glenda lane · Suite 10g · Dallas, Texas 75229 · {214) 620-9791 · Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.35 Method: ASTM D2922 D3017 D695 Page 1 of 1
Client: Beamer Development Company ~at~ria~ t)r~cri~i~ Max. Dry Optimum
Density Moisture
Project: Estat~ of Cambridge Manor Phase I (Lbs/CuFt) Content
(%)
Test Date: August 5. 1994
I. Dark Gray Clayey Sand 101.1 14.2
~.* Browa Clays' Sand 107.1 14.3
Report Date: August 10. I994
3. Yellowish Bro~a Olive Gray Clayey "'~and 114.3 9.8
4. Yellowish Brown Clayey Sand w/Gravel 115.2 9.3
Required Density (%): 90% to 105%
5. Dark Gray Silo· Clay 94.6 21.1
6. Gray S~ale 90.2 24.1)
Required Moisture (%): ±3%. Optimum +5% 7. Yellowish Brown and Light Gray ":~md 103.4 8.4
Mat Locatio~.-'E]cvatio~ iand.:orl Lilt [n-P!a~ In-Plac~ P~:rcont
No. D~' l'X'mity Moistw~ Cc~action
Test
No. ~Lb~.CuFt; Ccr~,~-m i % !
Prob~
2 l1 +75, line A. trench backfill
249 , 98.2 12.2 91.7
6" 1st lift. bottom lift. approximately 8 feet deep
2 9+50. line A. trench backfill
250 108.1 17.0 100.9
6' Surface lift
2 9+60. line A. trench backfill
251 100.1 17.2 93.5
6' Intermediate lift approximately 4 feet deep
All test meet the prt~ect specifications
-cc: Bill Anderson - Dowdy. Anderson and Associates. Inc.
Larry Davis - City of Coppell