CF-Cozby Library-LR 940907I G EOTECHNICAL
ENGINEERING GEE Consultants, Inc.
E INVIRONMENTAL
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214~ 620-9791 · Fax (214i 620-9794
REPORT OF EN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 25 Method: ASTM D2922 D3017 D698 Page i of 1
Client: City of Coppeli Material Deserilotion Maximum Opthnmn
DO' Moisture
Density Content
Project: W.T. Cozby Library (Lbs/CuFt) Pcrcem
Test Date: August 31, 1994 1. Reddish Brown Clayey Sand (Select Fill) 112.5 13.2
Report Date: September 7, 1994 2. Dark Gray Clayey Sand 101.5 18.9
113.9 12.0
Required Density (~): Minimum 95% 3. Dark Gray Silty Sandy Clay
95.9 21.4
Required Moisture (%):_2% of Opt. 4. Lime Treated Dark Brown Silty Clay
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. DO' Density Moisture Ctnnpaction
Test
No. (Lbs, CuFt) Content (%)
Probe
Dq~th
4 25' west, 6' south of northeast corner
128 102.6 18.2 107.0
6" Pavement Subgrade
4 8' south, 40' east of northwest corner
129 95.7 23.1 99.8
6" Pavement Subgrade
Note: Extra test at request of City of Coppell
cc: GaO' $i¢b - Ci.ty of Coppcll
Larry.' Da,As - Ci~' of Coppcll
Mike Sherpinskas - Diversified Constructio~ Services. Inc.
Jim Bullock - F & S Parmers
Robert Williams - Brocket~e Davis Drake. [nc.