Cambridge Phase 2-LR 970104EOTECHNICAL
E NGINEERING
El
NVIRONMENTAL
GEE Consultants, Inc.
10046 Monroe Drive
Dallas, Texas 75229
· (214) 352-5433 * Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 5 (96-298) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Beamer Development, Inc. Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Estates of Cambridge Manor, Phase (Lbs/CuF0 Percent
II
1. Light Reddish Brown Sand 118.9 10.0
2. Gray Shale with occasional Reddish Brown Sandy Clay 95.7 21.4
Test Date: January 4, 1997 3. Dark Gray and Yellowish Brown Clay with calcareous 100.6 20.0
nodules
Report Date: January 7, 1997
Required Density (%): Min. 95%
Required Moisture (%): opt +5%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuF0 Content (%)
No.
Probe
3 Subgrade; Lot//4; 5th Lift; Block A
17 Center of lot 105.7 21.7 105.0
6"
3 Subgrade; Lot//5; 4th Lift; Block B
18 Center of lot 104.8 20.0 104.2
6"
All tests meet project specifications
cc: Mr. Jack Bommarito - Beamer Development, Inc. Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
Our letters and reports are for the exclusive u~e of the client to whom they are addressed. The use of our name must receive our prior written approval. Our
letters and reports apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.