Cambridge Phase 1-LR 940920 G EOTECHNICAL
E GEE Consultants, Inc.
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214~ 620-9794
REPORT OF IN-PLACE DENSITY AND MOIS OF SOU,
Density Report No. 44 Method: ASTM D2922 D3017 D698 Page I of
Client: Bemner Development Company Ma,.e.-h: l~-qef~t~o,, Max. Dry Optimum
Density Moistur~
Project: Estates of Cambridge Manor Phase I (LbsiCuFt) Content
(%)
Test Date: September 19. 1994
1. Dark Gray S~dy Clay 101.1 14.2
2. Broke Clayey Sand 107.1 14.3
Report Date: September 20, 1994
3. Yeilo~ish Brown Olive Gray Clayey Sand 114.3 9.8
4. Yello,nlsh Brown Clayey Sand ~ith Gravel 115.2 9.3
Required Density (%): 95% to 105%
5. Dark Gray Silt.,,- Clay 94.6 21.1
6. Gray Shale 90.2 24.0
Required Moisture (%)::1:3%, Optimum +5:% 7. Yello~,4.sh Brnwa and Light Gray ,"~md 103.4 8.4
Mat Locat½~EL-x'atie~x ~and.-'or! Lift L.a-p~ac~e [n-Plac~
No. D~' D~r.,~ i;y .M oistu~: C,-,rn. pa~ ion
Test ;L'~ CuFt)
Ne.
Probe
Depth
2 Castle Creek Drive at Lot 8, Block B
286 109.5 19.2 102.2
6" Water Service 2' deep, top lift
2 Castle Creek Drive at Lot 13, Block D
287 105.2 15.6 98.2
6" Water Service 2' deep. top lift
2 Cambridge Manor Lane at Lot I 1. Block D
288 108.9 14.8 101.7
6" Water Set'vice 2' deep. top lift
2 Cambridge Manor Lane at Lot 10. Block E
289 113.4 15.0 105.8
6~ Water Set~'ice 2' deep. top lift
2 Cambridge Manor Lane at Lot 4 Block A
290 107.9 15.1 100.3'
6" Water Service 2' deep top lift
All tests meet the project specifications
cc: Bill Anderson - Dowdy, Anderson and Associates, Inc.
Larry Davis - City of Coppell