Cambridge Phase 1-LR 940615[G
E GEE Consultants, Inc.
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 1
Client: Benmer Development Company .~at ~.~,~io,, M~.D~..
Deasity Moistu~
:.LbslCuFt ~ Comma
Project: Estate~ of Cambridge Manor Phase I
I. Dark Gray 'Sandy Clay 101.1 14.2
Test Date: June 14. 1994
2. Brown Clayey. Sand 107.1 14.3
Report Date: June 15. 1994
3. Yellowish Brown and Olive Gray Clayey. Sand 114.3 9.8
Required Density (%): 95% to 105%
4. Yellowish Brown Clayey Sand with Gravel 115.2 9.3
Required Moisture (c~):.i. 3%, Optimum +5%
5. Dark Gray Silty Clay 94.6 21.1
Mat Locati~n/EL'~lation t~,'or] Li~ [n-Plao~ [n-Place
No. D~' I~-v. sit .~ M oizOa~ Comoaction
Test ,Lb~.CuFt: Contrtu ! ~
No.
2 Block A, Lot 5.3rd lift
134 107.9 14.6 100.8
3 Block A, Lot 7.3rd lift
135 I I4.6 14.4 100.2
6n
4 Block E, Lot 4. 1st lift
136 112.7 9.3 97.8
6 n
2 Block E. Lot 2. 1st lift
137 110.6 14.0 103.2
6'
4 Cambridg~ Manor Lane. Station 16+00. 2nd lift
138 116.8 11.8 t01.4
6'
4 Cambridge Manor Lane. Station 18+50, 2nd lift
139 92.9 20.5 80.6*
6'
4 Block D. Lot 1 !, 2nd lift
140 105.5 19.1 91.6*
6'
~' Does not meet specification requirements "~/~l~.,.v~.<4,"//~ ~ ~/~ ~
cc: Bill Anderson - Dowdy, Anderson and Associates, Inc. /":.~/JJ~L~.~ '
Larry Davis - City of Coppell