Callahan-LR021111FAROO 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: 11-11-02
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-5001 EZ
Test Mode (DT / BS): DT Probe Depth: 6 inches
MfIICTiiRF./DF.NSITY RELATIONS
Proctor
No. Material Description Optimum
Moisture °/a Maximum Dry
Densit PCF
4 Dark Brown Clay and Brown Clay with Calcareous nodules 22.0 101.5
IN-PI .ACF. TF,ST RESULTS
~
Test F,levation
or
Location
Proctor
Percent Dry
Density
Percent
Vo
Lift No. Moisture
PCF) Density
`h Building pad, from northeast corner of pad 15' south by 4 27
1 93
9 5 i
92
23 11
30' west . . t
.
24 11 `h Building pad, from southwest corner of pad 30' east by 4 28.0 92.9 91.5
20' north
25 12`h Building pad, from northwest corner of pad 20' south by 4 28.6 95.8 94.4
10' east
2C 12`h Building pad, from southeast corner of pad 25' north by 4 27.1 97.1 95.7
20' west
27 13`h Building pad, from northeast corner of pad 20' south by 4 27.3 92.4 91.0
25' west
28 13`h Building pad, from southwest corner of pad 15' north by 4 27.4 92.7 91.3
20' east
(R)AFTER TEST NUMBER INDICATES RETEST (F) INDICATES FAILURE TO COMPLY WITH PROJECT REQUIREMENTS
Technician: Dan Rotty, EIT
Distribution: Bonner Associates -Paul Pitts
City of Coppell -Rick Odell
C3 Contractors -Taylor Barnes
Checked By: _~
LIMITATIONS: The test results presented herein were prepared based upon the specify sanQlrs provided for testing. We assume no rcsponsbility for variation in quality
(composition, appearance, performance, etc.) or any other failure ofsimilar subject [natter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the client's to whom they arc addressed and shall not be reproduced except in full without the written approval of Fargo Consultants, Inc.
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