Callahan-LR021113i
FAROO CONSULTANTS, 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: l 1-13-02
FCI Project No.: M02-412
Density: Per ASTM D-2922
Moisture: Per ASTM D-3017
Test Mode (DT / BS): DT
MnrCTTTRFmF.NCTTV RF.T,ATTnNS
Gauge Manu£: Humboldt
Gauge Model: HS-5001 EZ
Probe Depth: 6 inches
Proctor
No. ~. Material Description Optimum
Moisture % Maximum Dry
Densit PCF
5 Reddish Brown Clayey Sand 12.0 121.5
ilv_P7 A('F TFCT RFCTiT.TS
` Tes[ vElevation
or
Location Proctor
No. Percent
Moisture Dry
D Percent
Density
No. Lift PCF)
`" Building pad, from northwest corner of pad 10' south by 5 10
6 98
7 81
2
31 F 15 20' east . . .
2F 15`" Building pad, from southeast corner of pad 25' north by 5 10
4 100
0 82
3
3 30' west . . .
`" Building pad, from northeast corner of pad 20' south by 5 10
2 102
8 84
6
33F 15 25' west . . .
`" Building pad, from southwest corner of pad 30' north by 5 11
1 101
7 83
7
34F 15 15' east . . .
3 15`" Building pad, from northwest comer of pad 25' south by 5 12
5 104
0 85
6
5F 20' east . . .
`" Building pad, from southeast corner of pad 30' north by 5 12
3 105
3 7
86
36F I5 15' west . . .
F 15`" Building pad, from northeast comer of pad 25' south by 5 12
1 7
105 0
87
37 10' west . . .
`" Building pad, from southwest corner of pad 30' north by 5 12
3 107
0 88
1
38F 15 20' east . . .
39F 15`" Building pad, from northwest corner of pad 25' south 5 11
8 103
1 84
9
by 15' east . . .
`" Building pad, from southeast comer of pad 30' north by 5 12
6 105
3 86
7
40F 15 20' west . . .
(R)AFTER TEST NUMBER INDICATES RETEST (F) INDICATES FAILURE TO COMPLY WrrH PKUJECT KEOUIKbMhrv I~
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 bated upon the specific sartgrles provided for reeling. We azsume no responsibility for variation in quality
(compnitioo, appearance, prrformance, etc.) or any other failure ofsimilar subjttt matter provided by person or condition 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 without the wrinen approval of Fargo Conul[ants, Inc.
Environments/ Services / Geotechnica/ Engineering ^ Construction Materia/s Testing