Cambridge Phase 1-LR 940916IG 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 SOII~
Density Report No.36 Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Beamer Development Comptmy xtatc6~ k'~scrhnion Max. Dry Optimum
Density Moisture
Project: Estates of Cambridge Manor Pha~.~e I (Lbs;'CuFB Content
(~)
Test Date: August '~ 1994 REVr_EED
1. Dark Gray Sandy Clay 101.1 14.2
2. Browu Clayey Samd 107.1 14.3
Report Date: September 16. 1994
3. Yellowish Browa Olive Gray Clayey ."Sand 114.3 9.8
4. Yellossi~h Brown Clayey Sand w/Gravel 115.2 9.3
Required Density (~I,): 91}% to 11}5% 5. Dark Gra.s Silty Clay 94.6 21.1
t~. Gray Shade 911.2 14.0
Required Moisture (~): _-r3%. Optimum +5% 7. Yellowish Bro~'n and Liglit Gray Sand 1113.4 8.4
Mat Loc-at[or[ Elex'adon ~a.r,d.'or} I_iA In-P!a~.~ In-P:ace
No. D-'3_ Dcr~ it.-, Moisture
T~t ..Lbs. ('aFt ~Content ~ '~:
No.
Probe.
De.~.~
I Line C - Storm sewer
252 I01.1 12.3 100.0
6' Station 0+62. 1st lilt
I Line C - Storm sev. er
253 108.0 14.1 106.8
6" Station 0+73; 2nd lilt
I Line C - Storm sewer
254 109.8 14.3 108.6
6" Station 1-00. top liti
Ail test meet the project specifications
,:,:: Bill Anderson - Dowdy. Anderson and Associates. In,:.
Larry Davis - City of Coppell