Cambridge Phase 1-LR 940825 (2)I G EOTECHNICAL
ENGINEERING GEE Consultants, Inc.
E INvlRONMENTAL
2540 Glenda Lane · Suite 108 · Dallas, lexas 75229 · (214) 620-0791 · Fax (214~ 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
I~nsity Report No. 40 Method: ASTM D2922 D3017 D698 Page ! of
Client: Beamer Developmeat Company ~,~,~ De~'i~ia~ Max. Dry Optimum
Density Moisture
Project: Estates of Cambridge Manor Phuse I (LbsiCuFt) Content
(%)
Test Date: August 24, 1994
1. Dark Gray 'Sand)' Clay 101.I 14.2
2. Brown Clayey Sand 107.1 143
Report Date: August 25, 1994
3. Yellowish Brown Olive Gray Clayey Sand 114.3 9.8
4. Yellowish Brown Clayey Sand with 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 (~.): ±3%, Optimum +5% 7. Yellowish Bro~a and Light Gray Sand 103.4 8.4
Mat Locatio~'E~,'atio~ ~and,'ot) Lit~ In-Plac~ In-Pla~x~ t~c~nt
.No. I~ D~msiw Moistta.~ Coml~ion
T~st (Lbs,CuFtl Come~ ~ ~ {
No.
5 8" water line, Cambridge Manor Lane at lot 9
266 89.9 22.1 95.0
6' 2' deep
5 8" water line. Cambridge Manor Lane. lot lines 11 and 12
267 98.7 9-.3.1 104.3
6~ 1' deep
5 8" water line. Castle Creek Drive at lot 7
268 96.4 26.0 101 .g
6' 2' deep
5 8' water line. Castle Creek Drive at lot 4
269 99.0 23.7 104.6
6' l' deep
I 8' xvater line. Kings Canyon Court at lot l
270 102.8 19.0 101.7
6' 2' deep
2 8' water line, Kings Canyon Court at lot 3
271 107.7 14.0 100.6
6" I' deep
2 8' water line, Cambridge Manor Lan~ at lot 4
272 102.3 17.8 95.5
6' 2' deep
6 8' water lin~, Cambridge Manor Lan~ at lot 2
273 89.8 28.6 99.6
6' 4' deep
Ali tests meet the project 'specifications
'
cc: Bill Anderson - Dowdy, Anderson and Associates, Inc.
Larry Davis - City of Coppell ,