Callahan-LR030415FAROO CONSULTANTS, INC.
REPORT OF FIELD COMPACTION
11440 Reeder Rd. • Dallas, TX 75224
Tel. (214) 352-4100 • Fax (214) 352-4811
Tested For: Bonner Associates Date Performed: 04-15-03
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-SOOIEZ
Test Mode (DT / BS): DT Probe Depth: 6 inches
Ml1T.CTTTRF.liIFNCTTV RF.T.ATTnN5
Proctor
No. Material Description Optimum
Moisture % Maximum Dry
Densit PC
3 Medium Brown Cla with Calcareous nodules 21.0 103.0
rN_1P7.A('F TFCT RFCTTT.TC
` Test ' v Elevation
°f
Location Proctor
No Percent
Moisture Dry
D Percent
Density '
No. Lift . PCF)
Sidewalk - 15' north of entrance, 5' east of Denton Tap 3 22
9 99
7 8
96
120 SG . . .
Road
Sidewalk - 40' north of entrance, Y east of Denton Tap 3 21
5 100
8 97
9
121 SG Road . . .
Sidewalk - 60' north of entrance, 5' east of Denton Tap 3 23
6 98
5 6
95
122 SG . . .
Road
(R) AFTER TEST NUMBER INDICATES RETEST (F) INDICATES FAILURE TO COMPLY wI f H PRUduc r tt>;tlultc>rnn rrv I s
Technician: Jeff Clifton
Checked By:
Distribution: Bonner Associates -Tim Bonner
City of Coppell -Rick Odell
C3 Constructors -Taylor Barnes
LIMITATIONS'. The tell resuhs prnronted Irerem were prepared based upon lfie specific samples provided for testing. We assume no responsibility for variation in quality
(composhiov, appearance, perfomance, etc.) or any other failure of similar subject matter provided by persons or conditions over which we have no control. Our hYters and
reports are for the exclusive use of tfie clients to whom they are addressed and shall not be reproduced except N full without the written approval of Fargo Consuhants, lnc.
Consu/fing ~ Geotechnical Engineering • Construction Materia/s Testing