Cambridge Phase 2-LR 970110EOTECHNICAL
E' NGINEERING
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. 8 (96-298) Method: ASTM D2922 D3017 D698 Page I of 1
Client: Beamer Development, IliC. Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Estates of Ca,nbridge Manor, (Lbs/CuFt) Percent
Phase 11
1. Light Reddish Brown Sand 118.9 10.0
2. Gray Shale with occasional Reddish Brown Sandy Clay 95.7 21.4
Test Date: Jannary 10, 1997 3. Dark Gray aud Yellowish Browa Clay with calcareous 100.6 20.0
nodules
Report Date: January 14, 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/CuFt) Content (%)
No.
Probe
Depth
3 Lot// 1; 4th lift; Final
26 Center of pad 99.4 20.0 98.8
6"
3 Lot//2; 3rd lift; Final
27 Center of pad 99.8 21.3 99.2
6"
All tests meet project specifications
cc: Mr. Jack Bom~narito - Beamer Development, Inc. Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
Our letters and reports are for thc exclusive use of the client to whom they are addressed. The use offer written approval. Our
letters and reports apply only to the sample tested and/or inspected, and are not necessarily iudicative of the quantities of apparently identical or similar products.