Cambridge Phase 2-LR 970114EOTECHNICAL
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. 9 (96-298) Method: ASTM D2922 D3017 D698 Page I of I
Clielit: Bealner Developmellt, hie. Material Description Maximum Optimum
Dry Moisture
Density Coutcnt
Project: Estates of Cambridge Manor, (Lbs/CuFf) Percent
Phase Il
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 14, 1997 3. Dark Gray nnd Yellowish Brown Clay with calcareous 100.6 20.0
nodules
Report Date: January 17, 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/CuFt) Content (%)
Probe
Depth
3 Loth' 4; 3rd lilt; Final
28 Center of pad, Block B 95.7 20.0 95.1
6"
3 Lot# 3; 4th lift; Final
29 Center of pad, Block B 104.5 20.1 103.9
6"
All tests meet project specifications
cc: Mr. Jack Bo,nmarito - Beamer Development, Inc. Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
Our letters and reports are for tile exclusive use of tile client to whom they are addressed. The usc of our name must receive our prior written approval. Our
letters aad reports apply only to thc sample tested aud/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.