Callahan-LR021114i
FARUO CONeULTANTB, INC.
11440 Reeder Rd. • Dallas, TX 75229
(214) 352-4100 • Fax (214) 352-4811
REPORT OF FIELD COMPACTION
Tested For: Bonner Associates
Project: Callahan Addition
Coppell, Texas
Date Performed: 11-14-02
FCI Project No.: M02-412
Density: Per ASTM D-2922
Moisture: Per ASTM D-3017
Test Mode (DT / BS): DT
M(ITRTTTRF/TIFNSTTY RFT,ATInNS
Gauge Manuf: Humboldt
Gauge Model: HS-SOOIEZ
Probe Depth: 6 inches
Proctor
No. Material Description Optimum
Moisture % Maximum Dry
Densit PCF
5 Reddish Brown Claye Sand (Select Fill 12.0 121.5
6 Tannish Brown Clayey Sand (Select Fill) 11.0 116.0
TN_PT.AC'F, TF.CT RF,STTT.TS
-- Test `Elevation
or --- - - - -
Location
Proctor
No
Percent
Moisture Dry
D
y
Percent
Density
Yo Lift . PCF
`x' Building pad, 20' south by 5' east from northwest corner 5 12
0 115
7 95
2
41 R 15 of pad . . .
42R 15`h Building pad, 20' north by 10' east from southwest 5 10.0 116.3 95.7
corner of ad
43 16°i Building pad, 50' north by 10' east from southwest 6 11.4 111.2 95.9
corner of pad
44 16`h Building pad, 40' south by 35' west from northeast 6 10.0 112.9 97.3
corner of pad
(R)AFTER TEST NUMBER INDICATES RETEST (F) INDICATES FAILURE TO COMPLY WITH PRWECI RBIjUIKhMtNIS
Remarks: Tests numbered 41R and 42R represent retests for tests numbered 3!F through 40F, report dated !I-13-O2.
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 sampks provided for toting. We assume no responsibility far variation in quality
(composition, appearancc, perforrtuu¢e, etc.) or any other failure of sitmlar subject matter provided by persons or conditions over which we have no [ontrol. 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.
Environments/ Services ~ Geotechnica/ Engineering ~ Construction Materia/s Testing