Cambridge Phase 1-LR 940614 (2) G EOTECHNICAL
E GEE Consultants, Inc.
2540 Glenda Lane · Suite 108 · Dallas, lexas 75220 · (214) 620-9791 · Fax (214) 620-9704
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIl,
Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Be~uner Development Company ~m~l i~-~i~ M~.I~
Dmmity Moisture
Project: Estates of C~mbrid~e M~mor P'u~e !
I. D~'k Cray S~udy Chy 101.1 14.2
Test Date: June 9, 1994
2. Brown Clayey Sand 107.1 14.3
Report Date: June 14, 1994
3. Yellowish Brown and Olive Gray Clayey Sand 114.3 9.8
Required Density (%): 95% to 105%
4. Yellowish Brow~ Clayey S~md with Gravel 11S.2 9.3
Required Moisture (%):&3%, :1:5% Optimum
5. Dark Gray Sil~y Clay 94.6 21.1
Mat Locatio~t,'EL=vation lancL'ot) L~ In-Place tn-Pla~: Pero~nt
No. D~y Density Moistu~ Comf~nicm
T~st {Lbe,'CuFt } Contain
No.
5 Block D, Lot 13, 4a Lift
94 100.0 21. .g 105.7
3 Brock D, Lo~ 7, 4~' Lift
95 103.1 20.5* 90.2*
4 Block D, Lot 5.5a Lift
96 116.5 9.3
3 Block D. Lot 4. 5a Lift
97 105.7 15.1' 92.5*
2 Block D. Lot 2.5a Lift
98 106.7 18.7 99.6
6'
2 Block D, Lot I, 4a Lift (Re-test of #81 and 89)
99 110.3 14.6 103.0
6~
4 Block D, Lot 15, 5a Lift
100 120.9 10.9 104.9
6"
2 Castle Creek Drive, =-~ Lilt
101 106.3 1.7.9 99.3
6' Station 3+27
* Does not meet specification requirements. ,/~.//#d
Our le.~er~ and reports are for the exclusive use of ~1~ client to whom ~'y are mldr~s~xi. The use of o~r name must receive our prior wril~,m approval
Our Iotter~ and rc3mrts apply o~dy to the sample tezled and/or inspected, and are mR neces~ly indicative of the quantifies of apparently identical or similar produces.
GEE Consultants, Inc.
(214) 620-9791
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Me.od: ASTM D2922 D3017 D698 Page
2
of
2
Client: Beamer Development Company .~,t~ l~c~ion Max.i~ Opinion
Demi~ Moisture
(lJ~CuFt) Ceem~ (~,)
Project: Estates of Cambrldse Manor Plmse I
i. Dark Gray Sandy Clay I01.1 14.2
Test Dali: J~ne 9, 1994
2. Brown Clayey Sand 107.1 14.t
Report Date: June 14, 1994
3. Yellowish Brown and Olive Gray Clayey. Sand 11.4.1 9.8
Requited Density (%): 9S% to 105%
4. Yellowish Brown Clayey Sand with Gravel 115.2 9.3
Requited Moisture (%): :t:3%, ±5% Optimum
5. Dark Gray Silty. Clay 94.6 21.1
Mat LocatiowEl~ation (al'~'orl LiIN. In-Place In-Pla~
No. D~. I~'mity Moi.~'u~ ¢~mpa~i~n
T~t fLl~:C'uFt)
No.
I Kings Canyon Court, ~ Lift
102 115.2 13,6 I00.0
6' Station 4+ 15
4 Kings Canyon Court, 6
103 113.8 13.0 98.8
6' Station 2+00
CC: Bill Anderson - Dowdy, Anderson and Associates, Inc.
Larry Davis - City of Coppell
Our Ica. ers and reports are for lh~ exclusive usc of thc client to whom they are addressed. Thc uae of our name must receive our prior wrillea approval.
Our letters and tel~rCs apply only to the sample tested end/or inspected, and are not necessarily indicative of the quantities of apparently identical of similar products.