Cambridge Phase 1-LR 940908G EOTECHNICAL
ENGINEERING GEE Consultants, Inc.
E [ NVIRONMENTAL
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. 42 Method: ASTM D2922 D3017 D698 Page I of 1
Client: Be~uner Development Comp~my ~atc~i oes~i~ Max. Dry Optimum
Density Moisture
Project: Estates of Cambridge Manor Plmse I iLbs:'CuFt) Content
(%)
Test Date: September 7. 1994
I. Dark Gray Sandy Clay 101.1 14.2
Report Date: September 8. 1994 2. Brown Clayey Sand 107.1 14.3
3. Yellowish Brown Olive Gray Clayey Sand 114.3 9.8
4. Yello~,ish Browu Clayey Sand ~ith Gravel 115.2 9.3
Required Density (%): 95% to 105%
5. Dark Gray Silty Clay 94.6 21.1
6. Gray Shade 90.2 24.0
Required Moisture (%):4-3%. Optimmn +5% 7. Yellowish Brown and Light Gray S~d 103.4 8.4
Mat Loeatlo~..'Eicvalion ~and.'orl ~ In-Plac~ In-Place Percent
Nc'. Dr,,' Dcmitv Moisture Ccrc. c,u~.'.ion
No. ~Lbs. CuFt~ Conten:
Depth
5 48' Storm sewer, line A. station 3--50
280 94.5 21.5 99.9
6" 4' depth
5 48' Storm sewer, line A. station 2+00
281 94.7 22.6 100.1
6" 3' depth
All tests meet the project specifications
cc: Bill Anderson - Dowdy. Anderson and Associates. Inc.
Larry Davis - City of Coppell
,-MI leu=~ and ~ ~ f~r th~ exdusiv~ uae ~ th~ daent to whom they. n~ add~a~w.d and atail rna be ~produ~d '.~nthout ,1~ full apl~vnd t~ GEE Comultaraa. In~. .'~h~ uae ~' mn' ~mne muat ~'c~tv~