Cambridge Phase 1-LR 940615 (2)J G EOTECHNICAL
E GEE Consultants, Inc.
F
2540 Glenda Lane · Suite 10g · Dallas, lexas 7522~ · (214) 620-9791 · Fax (214) 620-0794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Method: ASTM D2922 D3017 D695 Page
1
of
3
Client: Beamer Development Company
I:~'~i .~' M~i~
(Lb~,'Cu~:t I Caroms.
Project: Estates of Cambridge .Manor Phase I
1. Dark Gray Sandy Clay 101.1 14.2
Test Date: June 10. 1994
9_. 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 Claye,v Sand with Gravel 115.2 9.3
Required Moisture (.%): 4-3%. Optimum -~-5%
5. Dark Gray S~ty Clay 94.6 21.1
.%~at Locatio~'E~ation tand.'orl Lift In-Place In-Plao~ Percent
No.
Test (LI~;CuFt
No.
p~ae
4 Block A. Lot 4, 2nd lift
110 118.3 13.3 102.7
6°
2 Block A, Lot 6. 2nd lift
I 11 103.2 17.8 96.3
6'
2 Cambridge Manor Lane, S~atiou 8 +20, 3rd lift
112 107.9 17.2 100.7
6"
3 Block B. Lot 5. 10th lift
113 109.2 17.6 95.5
6"
2 Block B. Lot 7. 10~h lift
114 103.4 20.3 96.5
2 Block D. Lot 1. 6th lift
115 114.7 15.1 107.1
6"
3 Block D. Lot 2, 6th lift
116 120.2 13.3 105.2
6'
3 Block D, Lot 5. 6th lift
117 115.0 15.6 100_6
2 Block D, Lot 15, 6th llft
118 111.1 17.8 103.7
6'
Our letters and reports are for thc exclusive use of thc client to whom they arc addressed. Thc use of our name must receive our prior wrilleu approval. Our letters md reports
appb' only to thc samplc tcstcxl and/or inspected, and arc uo~ necessarily indicative of thc quantities of apparently icl~ntical or similar produc~s.
GEE Consultants, Inc.
(214) 620-9791
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOH,
Method: ASTM D2922 D3017 D698 Page 2 of 3
Client: Bemner Development Company
I~-mity Moisture
Project: Estates of Cambridge .Manor Phase ! (L~C~,i c~ I~l
i. Dark Gray Saady Clay
Test Dat~: .]uae 10, 1994 101.1 14,2
2. Browa Clayey Sami
Report Date: Ju~ 15, 1994 107.1 14.3
3. Yellowish Browa ami Olive Gray Clayey Saint 114.3 9.$
Required Density (%): 9S% to 105%
4. Yellowish Bro~ Clayey. Saad with Gravel 115,2 9,3
Required Moisture (%):±3%, Opth~um +5%
5. Dark Gray Silty. Eiay 94.6 21.1
Mnt Locatio~/EL-vatio~ mmb'~l Li~.
No.
T~t D~' Dcm~ty M obm,~ Com~c~ie~
No. : Lhs.'Cul-'t } Comem (.%)
Pro~
2 Block D. Lot 13, 5th lilt
119 104.2 17.3 97.2
6'
2 Block D, Lot 7, 5th lilt
120 113.3 16.0 105.7
6'
2 Block C. Lot 8, 3rd liR
121
6" 110.6 17.5 103.3
2 Block C, Lot 6, 3rd lift
122
6' 109.7 18.6 102.4
2 Block C, Lot 4, 3rd lilt
123 110.4 16.6 103.
6'
?- Block C, Lot .~. '~ 3rd
124 108.0 19.7 100.8
6 n
5 Subgrede Cambridge Manor Lane, Station 19+20, Ist lift
125 100.7 23.9 106.4
5 Subgrade Cambridge Manor Lane, Station 17+00. 1st lift
126 98.9 24.7 104.5
5 Subgrade Cambridge Manor Lane. Station 15+00, 1st lift
127 96.9 26.7 102.4
6'
5 Subgrade Cambridge Manor Lane, Station 13 4-00. I st lilt
128 94.5 19.3 99.8
6'
5 Subgrade Cambridge Manor Lane, Station I0+00. 1st lift
129
6' 100.6 23.9 106.3
Our letlers and ~ports are for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior writLen approval. Our letters and t~-ports
apply only to the sample tested and/or inspected, and are not necessarily, indicative of the quantitiea of apparently identical or similar products.
GEE Consultants, Inc.
(214) 620-9791
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Method: ASTM D2922 D3017 D698 Page 3 of 3
Client: Beerier D~v~opm~t Company M.~*~i.I D~.ri~.i~ M~x.D~/ 0~
Dsmsity Moi~u~
(LI~CuFt) Cm~t
Pro~ect= Estates of Cambridge
1, Dnrk Grny
2. B~ C~y~ ~ 1~.1 I4~
Repo~ Dn~: J~e 15) 1~4
3. Y~h B~ ~ O~ve G~y C~y~ ~ 1143 9.8
Requi~d Demity (~): 95% to 105%
4. Y~o~h B~ C~y~ ~d ~ G~vd IH2 93
Requi~d Moism~ (~):~3%, O~ +5%
5. D~ G~y ~ C~y 94.6 21.1
No. ~ ~mi~v M~ C~i~
No.
P~
5 Bilk D, ~t 10, 1st li~
130 95.5 24.2 !~.9
6'
5 Bilk D, ~t 12, 1st ti~
131 106.1 21.4 112.1
6'
4 Block B, ~t 3.6~
132 113.2 14.5 98.2
6~
4 Bilk B. ~t 8,
133 110.8 17.5 1~.6
6'
Above test results meet speci~.'oa reouirements//
cc: Bill Anderson - Dowdy, Anderson and Associates, Inc.
LarLv Davis - City of Coppell ~
Our letters and reporls are for the exclusive use of the client to whom they ar~ addressed. The use of our name must receive our prior writ~an approval.
Our leUera and repor, a apply only to ~ sample ',ested and/or iuspected, and ar~ net t~easar~ indicative of ~he quanulie~ of appareafiy identical or similar produc~.
Our Ict~rs and r~orts a~ for th~ exclusive use of the client to whom they m addressed. The use of o~r name must receive o~r prior wriuen approval. Our letters and repo~s
apply only to the ample tested and/or inspected, and nrc n~ necessarily indicative of the quantifies of apparently identical or similar products.