Cambridge Phase 1-LR 940815 (2)JG ~OTECHNICAL
E GEE Consultants, inc
2540 Glenda kane · Suite 10g · Dallas, Texas 75229 · (214) 620-0791 · Fax (214) 620-97!
REPORT OF IN-PLACE DENSITY AND MOISTIYRE OF SOIL
Density Report No.37 Method: ASTM D2922 D3017 D698 Page 1 of
Client: Beamer I)~elopmm]t Company M,~,~.~ t'~s,.-~i~ Max. D~' Optimum
Density Moisture
Project: F.,states of Cambridge Manor Phase I (LbsiCuFt) Content
(%)
Test Date: August 12, 1994
1. Dark Gray Sandy Clay 101.1 14.2
2. Brown Clayey Sand 107.1
Report Date: August I5, 1994
3. Yellowish Brown Olive Gray Clayey. "'~and I14.3 9.8
4. Yel/ow~h Brnwn Clays' Sand w~t.b Gravel 115.2 9.3
Required Density (%): 95% to 105% 5. Dark Gray Silo' Clay 94.6 21.1
6. Gray Shale 90.2 24.0
Requir=d Moisture (%): :1:3%, Opthuum ~-5,.~ 7. Yello,n~sh Brown aad Light Gray ~.~ud 103.4 8.4
Mat LoJ~ion, Elevation ~'and'or~ I.iR ImPlac¢ In-Plat= P=r~nt
No. I)ty D=mit.v Moi~tu~
Test ~Lbs, Cul:U Ccntmra ,' ~ ~
No.
Pro~
2 Line A. Station 16+50. top lit~
7%~5 102,0 23,1 * 95
6" 8' Sewer under street
2 Line A. Station 16-50
256 103.0 17.2 96.2
6~ 8' Sewer under street. 4' deep
2 Line A. Station 16~-50
257 102.8 17.3 96.0
6~ 8' Sewer under street. 6' deep
· Does not meet the project specifications
Bill Anderson - Dowdy, Anderson and Associates. Inc.
Lan'y Davis - CJly of Coppel{