CF-Cozby Library-LR 940809[--~- 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. 20 Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: City of Coppell Material Descripuon M~mn Oplsmum
Dry. Moismre
Dcnsi~' Content
Project: W.T. Cozby Library (Lbs;CuFt) Percent
Test Date: August 3, 1994 1. Reddish Brown Clay Sand (Select Fill) 112.5 12.2
Report Date: August 9, 1994 2. Dark Gray Clayey Sand 101.5 18.9
113.9 12.0
Required Density (%): 95% to 105% 3. Dark Gray Silty Sandy Clay
Required Moisture (%):_+3% Optimum 4.
Mat Location/Elevation (and/or) Lift In-PLace In-PLace Percent
No. DW Dcnsi~ Moisture Compaction
Test
No. (LbslCuFt) Content ( % )
Probe
Depth
3 63' north, 25' west of northeast corner of building
101 124.5 9.6 109.3'
6" Parking area - subgrade
3 48' north. 90' west of northeast corner of building
102 108. i 10.3 94.9*
6"
2 45' west, 70' north of northwest corner of building
103 103.5 18.9 102.0
6"
2 25' west. 30' south of northwest corner of building
104 102.4 20.1 100.9
6~
2 145' north, 35' west of northwest corner of building
105 104.8 19.0 103.2
* Does not meet specification requirements
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 are for the exclusive us~ 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 to the sample tested and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.