CF-Cozby Library-LR 940826 (2) G EOTECHNICAL
ENGINEERING GEE Consultants, Inc.
2540 Glenda Lane · Suite 10g · Dallas. lexas 75229 · (214) 620-9791 · [ax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOH,
Density Report No. 22 Method: ASTM D2922 D3017 13698 Page ! of 1
Client: City of Coppell Material Descriotion blaximum Optimum
Dry Moisture
Densi .ty Comcnt
Project: W.T. Cozby Library (LbstCuFt) Percent
Test Date: August *24, 1994 1. Reddish Brown Clayey Sand (Select Fill) 112.5 13.2
Report Date: August 26, 1994 2. Dark Gray Clayey Sand 101.5 18.9
113.9 12.0
Required Density (%): Minimum 95% 3. Dark Gray Silty Sandy Clay
Required Moisture (%):+2% 4. Lime Treated Dark Brown Silty Clay 95.9 21.4
Mat Location/Elevation (and/or) Lift in-Place in-Place Percent
'rest No. D0' Density /Vloismrc Compaction
No. (Lbs/CuFt~ Content (c~)
Probe
Depth
4 7' south, 55' west of northeast corner of parking area
11 l 101.3 15.5' 105.6
6" Lime treated subgrade
4 40' south. 130' west of northeast corner of parking area
112 96.2 17.0' 100.3
6" Lixne treated subgrade
4 40' west, 30' south of northwest corner of building
113 94.5 24.2* 98.5
6~ Lime treated subgrade
4 75' north. 25' east of northwest corner of building
114 92.8 20.5 96.8
6' Litne treated subgrade
* Does not meet specification requirements.
cc: Gary Sieb - City of Coppell
Larry Davis - City of Coppell
Mike Sherpinskas - Diversified Construction Services, Inc.
Jim Bullock - F & S Partners ~7' ~.~-
Robert Williams - Brockette Davis Drake, Inc. ~
Our leuers and repons are for the exclusive use of the client to whom they are addressed. The use of our name must re¢,qve our prior written approval. Our
letters and reports apply only to the sample tested and/or inspected, and are not necessarily indicative of thc quantities of apparently identical or similar products.