CF-Cozby Library-LR 940616 (3) G EOTECHNICAL
ENGINEERING GEE Consultants, Inc.
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Method: ASTM D2922 D3017 I)698 Page I of 1
Client: City of Coppeil Mmr~l m,cdption Maximum O~i~ua
Dry. Moisture
Demity Content
Project: W.T. Cozby Library (LbstCuF0 Percmt
Test Date: June 7, 1994 (P.M.) 1. Reddish Brown Clayey Sand 112.5 13.2
Report Date: June 16, 1994 2. Dark Gray Clayey Sand 101.5 18.9
Required Density (%): 95% to 105% 3.
Required Moisture (%):+_3% Optimum 4.
Mat Local/on/Elevation (and/or) Lil~ In-Place In-Place Percent
No. Dry' Densi .ty Moisture Compacfioo
Test CLbs;CuFO Content (%)
[qo.
Probe
Depth
2 Utility ditch, sanitary sewer line along north end of building outside of
78 building line, 4th lift 103.3 18.6 101.$
6~ 60' west from the northeast comer
1 Utility ditch, sanitary sewer line along north central area of building, inside
79 building line, 25' south from sanitary sewer along north end of' building 102.1 13.9 90.8*
6" (RETEST: of No.77)
1 Utility ditch, sanitary sewer line along east end of building, inside the
80 building line 99.8 19.0 88.7*
6" 45' south of northeast corner of the sewer line
2 Utility ditch, sanitary sewer line along north end of building, outside the
81 building line. 5th lift 96.7 17. l 95.3
6" 85' east of northwest comer of the sewer line
1 Utility ditch, sanitary sewer line along at north central area of building,
82 inside building line, 25' south of sanitary sewer line along north end of 107.1 10.0 95.2
6~ building, outside of building line (RETEST: of No. 79}
* Not meet specification requirements
Larry Davis - City of Copp~'ii
Mike Sherpinskas - Diversified Construction Services, Inc.
lira Bullock - F & S Pa~ncrs
Robert Williams - Brocketla Davis D~ake, Inc.
Our [cttere and repotns are for the exclusive usc of the client to wlaom they are addressed. Tho 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 tho quantities of apparendy identical or similar products.