Cambridge Phase 2-LR 961230EOTECHNICAL
E NGINEERING
E J
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. 2 (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: December 30, 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
No. (Lbs/CuF0 Content (%)
Probe
Depth
3 Lot #1; Block A; Final Lift
6 Center of lot ' 96.8 25.9 96.3
6"
2 Castle Creek Drive; 2nd Lift
7 Station 2 + 00; Center 94.0 25.4 98.2
6"
2 Castle Creek Drive; 2nd Lift
8 Station 4 + 00; 8' East of Center 96.0 26.4 100.3
6"
3 Lot//5; Natural; Block A
9 Center of lot 102.2 21.2 101.6
6"
3 Lot #5; Natural; Block B
10 Center of lot 95.9 '" 25.0 95.3
6"
2 Lot #5; 2nd Lift; Block B
11 Center of Lot 94.4 25.4 98.6
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 repom nrc for the exclusive use of the client to whom they are nddressed. The use of our name must receive our prior written approval. Our
leuers 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.