Cambridge Phase 1-LR 940722J G EOTECHNICAL
ENGINEERING 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
Density Report No.29 Method: ASTM D2922 D3017 D698 Page 1 of 2
Client: Beamer Develo0ment Company .~l~=l I)~,~iv~io~ Max. Dry Optimum
Density Moisture
Project: Estates of Cambridge .Manor Plmse I (Lbs/CuFt) Content
(,~)
Test Date: July 19. 1994
1. Dark Gray "Sandy Clay 101.1 14.2
'~ Brown Clayey Sand 107.1 14.3
Report Date: July 22, 1994 -'
3. Yellowish Brown Olive Gray Clayey Sand 114.3 9.8
4. Yellowish Bro~ Clayey Sand w/Gravel 115.2 9.3
Required Density (%): 95% to 105% 5. Dark Gray Silty Clay 94.6 21.1
6. Gray Shale 90.2 24.0
Required Moisture (°A): ±3%, Optimum +5% 7. Yellowish Brown and Light Gray Sand lft3.4 8,4
Mat Locatioa.'El~'ation (andcor~ Lift Ln-Pla~ In-Pla~
NO. I)E,. ' D~r~ it.v Mo~tu~ Con..~ac'~ion
Tat 'L~.'C,.LF: ~
Prol~
I Lot 10, Block B. 3rd lift
218 101.4 19.3 100.3
6'
I Lot 4, block A. 4th lilt
219 i01.6 19.5 100.5
6'
5 Lot 6. Block A. 6th lift
220 99.3 21.9 104.9
5 Lot I., Block E, 6th
'r~l 87.7 '~'~" 104.3
Lot 3. Block E. 5th lift
222 lO1.0 19.2 99.9
I Castle Creek Drive, Statioa 4+75, 3rd lilt
223 105.5 18.8 104.4
6-
5 Lot 9, Block B. 4th Eli
_w4 96.2 21.3 101.6
5 Lot 12, Block 12, 6th lilt
__5 96.1 21.5 I 01.5
6'
5 Lot 10, Block D, 6th lift
,.__6 99.0 Z1.8 104.6
6 n
All test meet the project specifications
cc: Bill Anderson - Dowdy, Anderson and Associates. lac. Larry Davis - City of Copp¢ll