Cambridge Phase 1-LR 940622 (3)I G EOTECHNICAL
E GEE Consultants, Inc.
E
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (2141 620-9791 · Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Method: ASTM D2922 D3017 D698 Page [ of 1
Client: City of Coppell ~,~ri~,l Oo.c:~aon ~u~,,,,, O~ti~om
DO' Moisture
Donsity Content
Project: W.T. Cozby Library tLbs/CuFt) Percent
Test Date: June 16, 1994 1. Dark Gray Clayey Sand 101.5 111.9
Report Date: June 22, 1994 2.
Required Density (%): 95% to 105% 3.
Required Moisture (%): +3% Optimum 4.
~tat Location/Elevation (and/or) Lift l~-Place In-Place Percent
No. D~' Densi~' Moisture Compaction
Test
No. (LbsiCuFO Con~t (%3
Probe
Depth
2 Utility ditch, 1~ lift. sewer line
89 105.4 20. l 103.8
6" 35' north of northeast corner of the building
2 Utility ditch, 2~a litL sewer line
90 106.9 16.0 105.3
6" 65' north of northeast corner of the building
2 Utility ditch, 3~ lift, ~wer line
91 109.1 17.9 107.5
6' 50' north of northeast corner of the building
2 Utility ditch, 4'a lift, sewer line
92 108.5 18.9 106.9
6" 60' north of northeast corner of the building
2 Utility ditch, 5'a lift, sewer line
93 105.3 18.9 103.8
6' 30' north of northeast corner of the building
I Utility ditch, final lift, sewer line
94
102.2
18.0
90.9*
6" 6' north of center entryway pavement '~/,~, fi, ,,.~
.,/1/ /: j~
* Final lift to be cern,ut stabilized ./'/~
t../~
cc: Gary Sieb - City of Coppell Jim Bullock - F & S Partners
Larry Davis - City of Coppell Robert Williams - Brockette Davis Drake, Inc.
Mike Sherpinskas - Diversified Construction Services, Inc.
Our letters and reports ag for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior written approval. Our
letters and reports apply only Io the sample tested and/or inspected, and are not necessarily indicative or,he quamitics of apparemly identical or similar products.