Cambridge Phase 2-LR 961223EOTECHNICAL
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. 1 Revised (96-298) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Beamer Development, Inc. Material Description Maximum Optimum
Dry Moismre
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 23, 1996 3. Dark Gray and Yellowish Brown Clay with calcareous 100.6 20.0
nodules
Report Date: January 7, 1997
Required Density (%): 95% to 105%
Required Moisture (%): opt +5%
Mm Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test
No. (Lbs/CuF0 Content (%)
Probe
Depth
3 Lot gl; Subgrade; Block A
1 Center of pad 99.9 24.1 99.3
6"
2' Lot//2; 1st Lift; Block A
2 Center of pad 96.4 25.2 95.8
6"
3 Lot//3; Subgrade; Block A
3 Center of pad 96.7 21.7 96.1
6"
2 Castle Creek Drive;Subgrade; Station 4 +50
4 Center of Road 95.2 22.8 99.5
6"
2 Castle Creek Drive;Subgrade; Station 2 +27
5 Center of Road 98.0" 22.6 102.4
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 ~our name must receive 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.