Callahan-LR021218FA&00 CONBULTANTB, INC.
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
REPORT OF FIELD COMPACTION
Tested For: Bonner Associates Date Performed: 12-18-02
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-SOOlEZ
Test Mode (DT I BS): DT Probe Depth: 6 inches
MOISTUREiDENSITY RELATIONS
Proctor
NO• Material Description Optimum
Moisture °lo Maximum Dry
Densit PCF
1 Dark Brown Cla 23.0 101.0
2 Tan Brown and Gra Cla 20.5 104.5
IN-PLACE TEST RESULTS
Test
No Elevation
or
Location Proctor Percent Dry
D Percent
.
Lift Na. Moisture PCF Density
Sb SG Parking area, 20' south by 2' east from northwest corner
of arkin area 2 20.8 104.4 99.9
57 SG Parking area, 25' north by 85' west from southwest
corner of buildin ad 2 21.2 103.8 98.9
58 SG Parking area, 25' south by 50' west from southwest
corner of buildin ad 2 21.9 104.4 99.9
59 SG Parking area, 25' north by 100' east from southeast
corner of buildin ad 1 24.7 98.2 97.2
60 SG Parking area, 20' south by 40' west from northeast
corner of arkin area 1 23.4 96.7 95.7
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Technician: Dan Rotty, EIT
Distribution: Bonner Associates -Paul Pitts
City of Coppell -Rick Odell
C3 Contractors -Taylor Bames
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Checked By: ~P
LIM[TAT[ONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume tw responsibility for variation in quality
(composition, appearance, pMOrmance, etc) or any other Csilure of similar subject matter provided by persons or wnditiom aver which we have no control. Our letters and
reports are for the allusive use of the client's to whom they are addressed and sMll not be reproduced except in full without [he written approval of Fargo Consultants, Inc.
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