Cambridge Phase 2-LR 970103EOTECH NICAL
E NGINEERING
EJ 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. 4 (96-298) Method: ASTM D2922 D3017 D698 Page 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 ~Srown Sand 118.9 10.0
2. Gray Shale with occasional Reddish Brown Sandy Clay 95.7 21.4
Test Date: January 3, 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/o0 Lift In-Place In-Place Percent
No. Dry Density Molsturc Compaction
Test
No. (Lbs/CuF0 Content (%)
Probe
Depth
3 Lot//4; 3rd Lift; Block A
14 Center of lot . 105.7 20.3 105.0
6"
3 Lot//5; 4fit Lift; Block A
15 Center of lot 105.7 20.3 105.0
6"
3 Lot//5; 4th Lift; Block B
16 Center of lot 95.7 20.0 95.1
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 arc for thc cxclusivc usc of thc client to whom they are addressed. The usc of our name must rcccivc our prior written epproval Our
letters and ~-ports apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar produc~s.