Cambridge Phase 1-LR 940726I G
E GEE Consultants, Inc.
2540 Glenda lane · Suite 108 · Dallas, lexas 75229 · (214) 620-0791 · Fax (214) 620-0794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIl,
Density Report No.31 Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Beamer Development Company M,zri,l Oe~i~iea Max.Dry Optimum
Density Moisture
Project: Estates of Cambridge .Manor Plmse I (Lbs/CuF0 Content
(%)
Test Date: July 25, 1994
1. Dark Gray Sandy Clay 101.1 14.2
' Brown Clayey Sand 107.1 14.3
Report Date: July 26. 1994
3. Yellowish Brown Olive Gray Clayey Sand 114.3 9.8
4. Yellowish Brown Clayey Sand w/Gravel 115.2 9.3
Required Density (%): 95% to 105%
5. Dark Gray Silty. Clay 94.6 21.1
6. Gray Shale 90.2 24.0
Required Moisture (%):+3%. Opfmum ~-Svk 7. Yellowish Brown and Light Gray Sand 103.4 8.4
Mat Location, E~,'ation tand.'or) Li~ In-Plac~ fa-Pla~
No. DO' D~nzily M oiz~am Companion
Teat
No. ,'.Lbs :CuFf I
5 Lot 2, Block C. 5th
230 96.4 21.1 101.9
6'
5 Lot 4, Block C, 5th lift
231 95.7 21.2 I01.3
6~
5 Lot 6, Block C, 5th lift
232 96.8 21.5 109-.3
6"
5 Lot 8, Block C, 5th lift
233 99.0 25.7 104.6
5 Lot 10, Block B. 5th lift
234 98.4 22.9 103.9
6'
5 Lot 10, Block B. 6th lift
235 97.8 22.6 103.4
6'
-' ~o'~t
All test n~ctlt~ p specifications
cc: Bill Anderson - Dowdy, Anderson and Associates. Inc.
Larry Davis - City of Coppell