Cambridge Phase 1-LR 940613 GEOTECHNICAL
E GEE Consultants,
Inc.
E~J NVIRONMENTAL
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIl,
Method: ASTM D2922 D3017 D698 Page 1 of~/~{"
Client: Bemner Development Company
IX'mi~' Moisture
Project: Estatez of Cambridge Manor Pirate I
I. Dark Gray "Sandy Clay 101.1 14.2
Test Date: June 7. 1994
2. Brown Clayey. Sand 107.1 14..3
Report Date: June 13. 1994
3. Yellowish Brown and Olive Gray Clayey.- Sand 114.3 9.8
Required Density (,%): 95% to 105%
4. Yellowish Brow~ Clayey Sand ~ith Gravel 115.2 9.3
Required Moisture (,%):-1-3%, Optimum 4-5%
5. Dark Gray Silty Clay 94.6 21.1
Mat Locatlou,'Elevati~ ~an&'or~ tAR In-Place lmPlac~ Peseta
NO. Dry I~mity Mois:m~ Com~etion
Te~t ~ Lb~iCuFt ~ Coo. w m: 9[ )
3 Kings Canyoa Court. Station 4+00
67 114.4 12.g 100.1
6' 401 Lift
3 Block B, Lot 6, ~'~
68 110.2 12.0 96.4
6"
I Block B. Lot 4. ~ Lift
69 114,4 t2_4 113,2
6"
2 Kings Canyo~ Coua. Station i +50
70 112.3 13.2 104.9
6' Selec~ Fill, 4~ Lift
2 Block D. Lot 4, 3'~ Lift
71 111.9 14.4 104.5
4 Block D, Lot 2, 3'~ Lif~
72 111.4 13.0 96.7
I Block D. Lot 15, 3'~
73 105.5 [6.5 104.4
6'
3 Block D. Lot 5.3'~ LiR - Fill
74 113.2 15.2 99.0
6'
3 Cambridge Manor L~ne Station 5
75 114.4 11.5 100. I
6' 2~ L~
Our letters and reports arc for the exclusive use of the client to whom they ar~ ad~4~w,4. The uze of our,~ime must receive our prior written approval.
Our loners and reports apply one' to the ~'nple ~estr, d and/or inspected, ~nd *re not n~essnri~ ~licatiye o~f th? ,quaimties of apparently identical or similar productz.
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