Callahan-LR021112FAROO CONBULTANTB, INC.
11440 Reeder Rd. • Dallas, TX 75229
(214) 352-4100 • Fax (214) 352-4811
REPORT OF FIELD COMPACTION
Tested For: Bonner Associates Date Performed: 11-12-02
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 / BS):DT Probe Depth: 6 inches
MOISTURE/DENSITY RELATIONS
Proctor
No. Material Description Optimum
Moisture % Maximum Dry
Densit PCF
4 Dark Brown Clay and Brown Clay with Calcareous nodules 22.0 101.5
IN-PLACE TEST RESULTS
Test
No Elevation
or
Location Proctor Percent Dry
Density Percent
Lift No. Moisture
PCF Densit
y
`I' Building pad, 30' south by 20' east from northwest
29 14 corner of ad 4 27.6 92.8 91.4
30 14`h Building pad, 20' north by 30' west from southeast
corner of ad 4 27.9 93.8 92.4
I<) nr I r_rc I r~ I rvungts tlc wuICA I ES IcErEST (F) 1NUICATES FAILURE TO COMPLY WITH PROJECT REQUIREMENTS
Technician: Dan Rotty, EIT
Checked By: ___~„
Distribution: Bonner Associates -Paul Pitts
City of Coppell -Rick Odell
C3 Contractors -Taylor Barnes
LIMITATIONS: The test results presented herein were prepared based upon the specific satttples provided for testing. We assume no responsibilhy for variation in quality
(composition, appearance, perfomnnce, etc.) or any other failure of similar subject rtuuter 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 are addressed and shall not be reproduced except in full withom the wriven approval of Fargo Consultants, Inc.
Environments/ Services >i Geotechnical Engineering ~ Construction Materia/s Testing