Callahan-LR021118i
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FAROO CONSULTANTS, INC.
REPORT OF FIELD COMPACTION
] 1440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
Tested For: Bonner Associates Date Performed: 11-18-02
Project: Callahan Addition FCI Project No.: M02-412
Coppell, Texas
Density: Per ASTM D-2422 Gauge Manuf.: Humboldt
Moisture: Per ASTM D-3017 Gauge Model: HS-SOOIEZ
Test Mode (DT / BS): DT Probe Depth: 6 inches
MOISTURE/DENSITY RELATIONS
Proctor
No. Material Description Optimum
Moisture % Maximum Dry
Densit PCF
1 Dark Brown Clay 23.0 101.0
IN-PLACE TEST RESULTS
Test Elevation
or
Location
Proctor
Percent Dry
Density
Percent
No
Lift No. Moisture
PCF Density
46 FG-1' Sanitary sewer line, 30' west of building pad 1 24.2 95.9 95.0
47 FG Sanitary sewer line, 35' west of building pad 1 23.0 98.0 97.0
(R) AFTER TEST NUMBER INDICATES RETEST (F) IND]CATES FAILURE TO COMPLY WITH PROJECT REQUIREMENTS
Technician: Dan Ratty, EIT
Checked By: _~~
Distribution: Bonner Associates -Paul Pitts
City ofCoppell -Rick Odell
C3 Contractors -Taylor Barnes
LIMITATIONS: The teu results presented herein wet~e prepazcd based upon the specific samples provided for resting. We azsutne no responsibility for variation in quality
Icomposiiion, appem~ance, pn'foimance, etc.) or any other failure ofsimilm~ subject matter provided by persons or conditions over which we have no control. Our Ict[ers and
reports are for the exclusive use of the client's to whom they are addressed and shall not be reproduced except in full without the written approval of Fargo Consultants, Inc.
Consu/ting + Geotechnica/ Engineering + Construction Mate~ia/s Testing