Callahan-LR030122FAROO CONSULTANTS, INC.
REPORT OF FIELD COMPACTION
l 1440 Reeder Rd. • Dallas, TX 75229
(214) 352-4100 • Fax (214) 352-4811
Tested For: Bonner Associates Date Performed: 01-22-03
Project: Callahan Addition FCI Project No.: M02-412
Coppell, Texas
Density: Per ASTM D-2922 Gauge Manuf: Humboldt
Moisture: Per ASTM D-3017 Gauge Model: HS-SOOIEZ
Test Mode (DT / BS): DT Probe Depth: 8 inches
MOISTURE/DENSITY RELATIONS
Proctor
lvo, Material Description Optimum
Moisture % Maximum Dry
Densit PCF
4 Dark Brown Cla and Brown Clay with Calcareous nodules 22.0 l O1.S
IN-PLACE TEST RESULTS
Test Elevation
or
Location
Proctor
Percent Dry
D
y
Percent
No.
J.irt No. Moisture PCF Density
108 FG-3' Water line - 20' north of vault box 4 18.6 96.6 95.2
109 FG-3' Water line - 45' north of vault box 4 19.5 96.8 95.4
110 FG-1' Water line - 80' north of vault box 4 19.3 100.5 99.0
Water line - 80' east from Denton Tap Road, 10' north
111 FG 4 20.8 97.4 96.0
of arking lot
(R) AFTER TEST NUMBER INDICATES RETEST (F) INDICATES FAILURE TO COMPLY WITH PROJECT REQUIREMENTS
Technician: Jeff Clifton
Checked By: . /'/,~'
Distribution: Bonner Associates -Tim Bonner
City of Coppell -Rick Odell
C3 Constructors -Taylor Barnes
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided far testing. We assume no responsibility for variation in quality
(composition, appeazance, performance, etc.) or any other failure ofsimilar subject matter provided by persons or Conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Fargo Consultants, Inc.
Environmental Services / Geotechnica/ Engineering ^ Construction Maleria/s resting