Cambridge Phase 2-LR 970128EOTECH N ICAL
GEE Consultants, Inc.
10046 Monroe Drive · D.allas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF IN-PLACE 'DENSITY AND MOISTURE OF SOIL
Density Report No. 11 (96-298) Method: ASTM D2922 D3017 D698 Page of 2
Client: Beamer Development, Inc. Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Estates of Cambridge Manor, (Lbs/Cul~t) Percent
Phase 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: January 28, 1997 3. Dark Gray and Yellowish Brown Clay with Calcareous 100.6 20.0
Ndules
4. Dark Gray Clay (lime treated) 96.0 20.8
Report Date: March 25, 1997 5. Light Brown Clay (lime treated) 99.2 21.0
Required Density (%): Min. 95%
Required Moisture (%): -2% to +4%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuFf) Content (%)
NO.
Probe
Depth
4 Castle Creek Drive, (right side)
43 Sra. I + 00, Lime treated subgrade 97.4 24.7 101.4
6"
5 Castle Creek Drive, (left side)
44 Sta. 4 + 20, Lime treated subgrade 94.6 22.4 95.3
6"
5 Castle Creek Drive, (left side)
45 Sta. 6 + 70, Lime treated subgrade 96.1 21.7 96.8
6"
5 Castle Creek Drive, (right ~ide)
46 Sta. 7 + 50, Lime treated subgrade 100.0 21.1 100.8
6"
All tests met 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 Ihey arc addressed. Thc use of our name must receive our prior written approval. Our
letters and reports apply only to the sample ic~led and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.