Cambridge Phase 2-LR 970106EOTECHNICAL
E 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. 6 (96-298) Method: ASTM D2922 D3017 D698 Page I of 1
Client: Beamer Development, Inc. Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Estates of Cambridge Manor, (Lh~'CuF0 Percent
Phase 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 6, 1997 3. Dark Gray and Yellowish Brown Clay with calcareous 100.6 20.0
nodules
Report Date: January 8, 1997
Required Density (%): Min. 95% - 100%
Required Moisture (%): opt +5%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuFO Content (%)
No.
Probe
Depth
3 Castle Creek Drive; 3rd and final lift
19 Station 3 + 50; Center of road 97.3 20.1 96.7
3 Lot 3; Subgrade; Block B
20 Center of lot 96.7 20.2 96.1
6"
3 Lot 2; 1st lift; Block B
21 Center of lot 101.3 21.1 100.6
6"
3 Lot 1; Subgrade; Block B
22 Center of lot 98.0 21.3 97.4
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 use of the client to whom they are addressed. The use of our name must receive our prior writgn approval. Our
letters and reports apply only to'the sample tested and/or inspected, and are not necessarily indicative of thc quantities of apparently identical or similar products.