Cambridge Phase 1-LR 940706I G
E GEE Consultants. Inc.
I:
2540 Glenda Lane · Suite 108 a Dallas, Texas 7522~ · {214) 620-9791 a [ax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Method: ASTM D2922 D3017 D698 Page i of I
Client: Beamer DeYelopment Company
Project: Estates of Cambridge Manor Phase !
I. Dark Gray Sandv Clay
Test Date: .June 30. 1994 *.'~ ' ' i~l.l 14.2
2. Brown Clays. Sand lg/'.! 14.3
Report Date: July 6. 1994
3. Dark Gray SilO, Clay ~4.6 21.1
Required Density (%): 95% to 105%
4. Gray Khale ~0.2 24.0
Required Moisture (%):+3%, Oplimum 4-5%
Mai Lo4~tieta.'F_J*valion ,amb'or~ Li0. In-Place
No. ·
Tet~ DEe 13~o. sityIIc~stute Com~. ctic,a
No. .Lbs. CuFl!
Prol~
I Lot 12. Block D. 5th lift
196 106.1 18.8 104.9
6"
I Lot 10. Block D. 5th lift
197 104.2 19.1 103.1
6"
Lot 4. Block E, 4~h I:.~
198 108.3 14.9 101.
Lot '2. Block E, 5th lift
199 104.6 19.2 103.5
3 Lot 7, Bl~k A, 6th lift
200 97.4 25.3 103.0
4 Cambridge Manor Lane Station 9+50
201 99.8 21.6* 110.6'
6' RETEST OF #147
· Does not meet specification requirements
cc: Bill Anderson - Dowdy. Anderson and Associales. Inc.
Larry Davis - City of Coppell
and relxa~ a~ f~ th~ cxc..luai..~ u~ d' ~ elint lo v..hmn tl~- ~ a~a~cI and shall ,mt ~ .~r~ucc~l wanma th~ f,,I] aplx-u~l c/OEl~ Comtganl. 1. nc. ~ u~ c~' ma' name