Cambridge Phase 2-LR 961231EOTECHNICAL
E NGINEERING
E J
NVIRONMENT^L
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. 3 (96-298) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Beamer Development, Inc. Material Deicription Maximum Optimum
Dry Moisture
Density Content
Project: Estates of Cambridge Manor, Phase (Lbs/Curt) 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: December 31, 1996 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/Curt) Content (%)
No.
Probe
Depth
3 Lot//3; 2nd Lift; Block A
12 Center of lot 97.6 26.3 97.0
6"
3 Lot//4; 1st lift; Block A
13 Center of lot 98.5 26.1 97.9
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. TI/e use OVrO~ name must receive our prior written approval. Our
lelters 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.