Callahan-LR021121FAROO CONSULTANTS, INC.
REPORT OF FIELD COMPACTION
11440 Reeder Rd. ~ Dallas, TX 75229
Tel. (214) 352-4100 • Fax (2l4) 352-0811
Tested For: Bonner Associates Date Performed: 11-21-02
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
Density (PCF)
5 Reddish Brown Clayey Sand (Select Fill) 12.0 121.5
[N-PLACE TEST RESULTS
Test
,
, Elevation
or
Location
Proctor
Percent Dry
Density
Percent
S
o
Lift No. Moisture
PC Density
Building pad, 20' north by 10' east from southwest
54 FG 5 10
3 116
8 96
1
corner of ad . . .
Building pad, 30' south by 20' west from northeast
55 FG
corner of pad 5 10.6 115.5 95.1
(R) AFTER TEST NUMBER INDICATES RETEST (F) INDICATES FAILURE TO COMPLY WITH PROJECT REQUIREMENTS
Technician: Dan Rotty, EIT
Distribution: Bonner Associates -Paul Pitts
City afCoppell -Rick Odell
C3 Contractors -Taylor Bames
Checked By: ,i'%G~
LIMITATIONS: The ten results preserved herein were prepared based upon the spttifw sample provided for testing. We assume no responnbility for variation m quality
(corrgrosition, appearance, performance, etcJ or any other failure of similar subjen rtntter provided by persons or conditions over which we have no control. Our Ittters and
reports are for the exclusive use ofthe client's to whom they are addressed and shall not be reproduced except in PoII without the svrittm approval ofFargo Consultants, Inc.
Consu/ting ~ Geotechnica/ Engineering ^ Construction Materials Testing
FAROO CONSULTANTS, INC.
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
REPORT OF FIELD COMPACTION
Tested For: Bonner Associates
Project: Callahan Addition
Coppell, Texas
Date Performed: 11-21-02
FCI Project No.: M02-412
Density: PerASTMD-2922
Moisture: PerASTM D-3017
Test Mode (DT / BS): DT
MOISTURE/DENSITY RELATIONS
Gauge Manuf.: Humboldt
Gauge Model: HS-SOOIEZ
Probe Depth: 6 inches
Proctor
No. Material Description Optimum
Moisture % Maximum Dry
Densit PCF
5 Reddish Brown Cla e Sand (Select Fill) 12.0 121.5
IN-PLACE TEST RESULTS
Test Elevation
or
Location
Proctor
Percen[ Dry
D
y
Percen[
~o
LiR No. Moisture PCF Density
Building pad, 20' north by 10' east from southwest
54 FG 5 10.3 116.8 96.1
comer of ad
Building pad, 30' south by 20' west from northeast
55 FG 5 10.6 115.5 95.1
corner of ad
(R) AFTER TEST NUMBER INDICATES RETEST (F) INDICATES FAILURE TO COMPLY WITH PROJECT REQUIREMENTS
Technician: Dan Rotty, EIT
Checked By: ,/'%G~
Distribution: Bonner Associates -Paul Pitts
City of Coppell -Rick Odell
C3 Contractors -Taylor Barnes
LIMITATIONS'. The less results presented herein were prepared based upon the specific samples provided for resting. We assume no responsibility for variation in quality
(composition, appearance, perforcnance, etc.) or any other failure o(similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use o(ihe client's to whom they m'e addressed and shall not be reproduced except in full without the written approval of Fargo Consultants, Inc.
Consu/ting / Geotechnica/Engineering ~ Construction Materia/s Testing