Cambridge Phase 1-LR 940808I G EOTECHNICAL
ENGINEERING GEE Consultants, Inc.
E
2540 Glenda lane * Suite 108 · Dallas, lexas 75229 · {214) 620-9791 · Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOH,
Density Report No.35 Method: ASTM D2922 D3017 D698 Page I of !
Client: Beamer Development Company M.~:~iaJ o.;m.~i~ Max. Dry Optimum
Density Moisture
Project: Estates of Cambridge Manor Phase [ (Lbs/CuFt) Content
(%)
Test Date: August 3. 1994
I. Dark Gray Sand)' Clay 101.1 14.2
2. Brows Clayey 'Sand 107.1 14.3
Report Date: August 8, 1994
3. Yellowish Brown Olive Gray Clayey 'Sand 114.3 9.8
4. Yellowish Brows Clayey Sand w/Gravel 115.2 9.3
Required Density (%): 90% to 105% 5. Dark Gray Silty, Clay 94.6 21.1
6. Gray Shale 902 24.0
Required Moistur~ (%):=3%. Optimmn *5% 7. Yellowish Brows amd Light Gray "Sand I03.4 8.4
Mat Locatior~'EL-'vation (and. er, L.iR [n-Plac~ In-P!ac~ P~rc~nt
No. DE..' D~nzityM oi~turc Con. action
Test (LI~.'C'aFt ~Content ~ % ~
.No.
P~
2 11 +75. line A, trench backfill
249 98.2 12.2 91.7
6~ 1st lift. bottom lift. approximately 8 feet deep
2 9+50. line A, trench backfill
250 108. l 17.0 100.9
6" Surface lift
2 9+60, line A. trench backfill
251 100.1 17.2 93.5
6" lntermedlate lift approximately 4 feet deep
All test meet the project specifications
ce: Bill Anderson - Dowdy, Anderson and Associates. Inc.
LarD.' Davis - City of Coppell i~, ~b/~