CF-Cozby Library-LR 940831IG EOTECHNICAL
GEE
Inc.
E onsu, ants,
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · {2141 620-9791 · Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY 3aND MOISTURE OF SOH
Density Report No. 24 Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: City of Coppell Material Dcscripti~r~ Maximum Oplmlum
Densi~' Content
Pr~ect: W.T. Cozby Library eLbs:CuFt) Percent
Test Date: August 27, 1994 1. Reddish Brown Clayey Sand (Select Fill) 112.5 13.2
Report Date: August 31, 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 ()pt. 4. Lime Treated Dark Brown Silty Clay
Mat Location/Elevation (and/or) Lift In-P~ace In-Place Percent
No. Dry. Densi~' Moisture Con~paction
Test (Lbs/CuFt) Content (%1
No.
Probe
4 7' south. 55' west of northeast corner of parking area
~22 104.4 19.9 108.8
6" Parking area lime treated subgrade - RETEST OF//116
4 40' south, 130' north of northeast corner of parking area
123 98.0 21.1 102,2
6" Parking area lime treated subgrade - RETEST OF #117
4 175' west, 75' north of northeast corner of parking area
124 104.0 19.4 108.4
6" Parking area lime treated subgrade - RETEST OF ifil8
4 40' west, 30' south of northwest corner of parking area
t 25 93.1 22.0 97.1
6" Parking area lime treated subgrade - RETEST OF #119
4 40' east, 35' south of northwest corner of parking area
126 93.7 23.4 97.6
6" Parking area lime treated subgrade - RETEST OF #120
4 20' south, 105' east of northwest corner of parking area
127 96.8 23.4 100.9
6' Parking area lime treated subgrade - RETEST OF #121
All tests meet specification requirements.
cc: Gary, Sieb - City of Coppell Mike Shcrpinskas - Diversified Construction 'Services, Inc.
Larry Davia- City of Copper tim Bullock - F & S Parmers
Ro~rt Williams - Brockctlc Davis Drake, Inc.