Cambridge Phase 1-LR 940607 (2)I G EOTECHNICAL
ENGINEERING GEE Consultants, Inc.
2540 Glenda Lane · Suite 10g · Dallas, lexas 75229 · (214) 620-9791 · [ax (214) 620-97~4
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Method: ASTM D2922 D3017 D698 Page I of 2
Client: Beamer l)evelopmesat Company
Demi .~ Moi~u~
Project: Estates of Cambridge Manor Phase I
1. Dark Gray Sandy Clay 101.! 14.1
Test Date: June 6, 1994 (P.M.)
2. Brown Clayey Sand 107.1 143
Report Date: June 7, 1994
3. Yellowish Brown and Olive Gray Clayey Sand 1143 9.8
Required Density (%): 95% to 105%
4. Ydlowiah Brows Clayey Sand with Gravel 115.2 93
Required Moisture (%):1 +3%, J:$% Optimum
5. Dark Gray Silty. Clay 94,6 21.1
Mat Lo~ti~u~x'ati~ (aaa'or) I-iff In-Pla~=
No. D~ Dea~ity Moi,~m~
Te~t fLbs,'CuFt )
.No.
Pre~:
5 Kings Canyon Court, Station 3+47, 2'~ Lilt
95 100.6 22.9 106.3
6' 9' north of Centerline
5 Kings Canyon Court, Station 1 +50, 2'~ Lilt
50 99.9 23.2 105.6
6' Canterline
2 Lot 4, Block D, 1~ Lift
51 105.5 16.7 98.5
2 Lot 2, Block D. 1" Lilt
52 109.9 15.7 102.6
6'
2 Lot 5, Block D, 1'~ Lift
53 110.9 14.8 103.5
6'
5 Lot 6, Block D. Subgrad¢
54 92.1 21.7 97.4
6'
2 Lot 14, Block D, l' Lilt
55 111.7 16.0 104,3
Above Test Results Megt/~eg~fication Requirements
I~r~ D,wi- - City of Copp~ll
Our lc-tiers and rcl:n)~s are for thc exclusive use of lhe cilcot to whom diey ale addressed. Thc uae of o~r rmme must receive our prior wri~xen approval.
Our ]criers sad reports apply only to t]ac sample tested and/or inspected, a~l are not neccssa~ly indicstivc of ~ quantities of apl~artmfly identical or similar products.