Cambridge Phase 1-LR 940822 (3)G EOTECHNICAL
ENGINEERING GEE Consultants, Inc.
E INwR°NMENTAL
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. 39 Method: ASTM D2922 D3017 D698 Page 1 of l
Client: Belimer Develol~ne~. Comllany Malarial t'k~cr~ion Max. Dry Optimum
Density Moisture
Project: Estates of Cambridge .Manor Phase ! (Lbs/CuFf) Content
(%)
Test Date: August 19, 1994
1. Dark Gray Sandy Clay 101.1 14.2
2. Brown Clayey. Sand 107.1 14.3
Report Date: August 22. 1994
3. Yellowish Brown Olive Gray Clayey Sand 114.3 9.8
4. Yellowish Brown Clayey. Sand with Gravel 115.2 9.3
Required Density (%): 95% to 10~% 5. Dark Gray Silty Clay 94.6 21.1
6. Gray ~ale 90.2 24.0
Required Moisture (%)::1:3%, Op6mum +5% 7. Yellowish Brown and Light Gray 'Sand 103.4 8.4
Mat Lx:n:~ion, Elevation land.'or) Lift In-Pl~ce In-Place
Test ILbs:CuFt) Content i % }
5 8' water line, lot 8
263 102.2 24.0 108.0
6' Surface, with gray shale fragments
5 8' water line. lot 6
264 96.3 23.3 101.8
6' Surface
5 8' water line. lot 4
"65 92.6 18.6 97.8
6' Surface
All tests meet the project specifications
cc: Bill Anderson - Dowdy. Anderson and Associates. Inc.
Larry Davis - City of Coppell