Cambridge Phase 2-LR 970107EOTECHNICAL
E NGINEERING
EI 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. 7 (96-298) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Beamer 'Development, Inc. Material Description Maximum Optimum
Dry Moiature
Density Content
Project: Estates of Calnbridge Manor, (Lbs/¢uF0 Percent
Phase II
1. Light Rcddisll Brown Sand 118.9 10.0
2. Gray Shale with occasional Reddish Brown Sandy Clay 95.7 21.4
: Test Date: January 7, 1997 3. Dark Gray and Yellowish Brown Clay with calcareous 100.6 20.0
nodules
Report Date: January 8, 1997
{Required Density (%): Min. 95%
Required Moisture (%): opt +5%
Mat Location/Elevation (and/GO Lift la-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuFO Content (%)
No.
Probe
Depth
3 Lot/l 1; 2nd lift; Block B
23 Center of lot 105.0 21.0 104.4
6"
3 Lot//3; 2nd lift; Block B
24 Center of lot 102.8 20.9 102.2
6"
3 Lot/t 4; 1st lift; Block B
25 Center of lot 105.6 21.3 105.0
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 nam~ muat rec~ive 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.