Callahan-LR021120FAR.60 CONSULTANTS, INC.
REPORT OF FIELD COMPACTION
Tel. (214) 352-4100 • Fax (214) 352-4811
Tested For: Bonner Associates Date Performed: 11-20-02
Project: Callahan Addition FCI Project No.: M02-412
Coppell, Texas
Density: Per ASTM D-2922 Gauge Manu£: Humboldt
Moisture: Per ASTM D-3017 Gauge Model: HS-SOOlEZ
Test Mode (DT / BS): DT Probe Depth: 6 inches
MOISTURE/DENSITY RELATIONS
Proctor
No. Material Description Optimum
Moisture % Maximum Dry
Densit PCF
] Dark Brown Clay 23.0 101.0
4 Dark Brown Clay and Brown Clay with Calcareous nodules 22.0 101.5
5 Reddish Brown Cla ey Sand (Select Fill) 12.0 121.5
IN-PLACE TEST RESULTS
Tes[ Elevation
or
Location
Proctor
Percen[ Dry
Density
Percent
No
Lift No. Moisture
PCF Density
`h Building pad, from northeast corner of pad 35' south by
48 17 5 11.0 115.4 95.0
20' west
"' Building pad, from southeast corner of pad 15' north by
49 17 5 11.6 116.3 95.7
25' west
50 FG-4' Sanitary sewer line, from MH 35' east 1 23.5 96.0 95.0
51 FG-3' Sanitary sewer line, from MH 25' east 4 22.0 100.2 98.7
52 FG-2' Sanitary sewer line, from MH 40' east 1 23.6 96.1 95.1
53 FG-1' Sanitary sewer line, from MH 75' east 1 23.8 97.1 96.1
(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 Bermes
Checked By: /'ls~
LIMITATIONS The lest results presented herein were prepared hazed upon the specific samples provided for testing. We azsume no respomibility for variation in quality
(composition, appearance, perfoitrunce, ea.) or any other' failure ofsimilar subject maser provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use ofthe client's to whom they are addressed and shall not be reproduced except in full without the written approval of Fargo Consultants, Inc.
11440 Reeder Rd. • Dallas, TX 75229
Consu/ting ~ Geotechnica/Engineering ^ Construction Materia/s Testing