Coppell Trade 2-LR07020711440 Reeder Rd. Dallas, Texas 75229
1~11ri1~t~^li~~ri^~^i
FAR60 CON$rJLTANT'$, INC Tel. 214-352-4100 Fax. 214-352-4811
Page I of 1
REPORT OF FIELD COMPACTION ,
Tested For: Holt Lunsford Commercial ate Performed: 2/7/2007
Project Name: Coppell Trade Center Building D FARGO Project No. M06-1165
Coppell, Texas
Density: Per ASTM D-2922
Moisture: Per ASTM D-3017
Test Mode: Direct Transmission
Gauge Manufacturer: Humboldt
Gauge Model: HS-SOOIEZ
Probe Depth: 8 inches
Moisture Density Relations
Proctor' No. aterial Description Optimum Moisture(%) Max. Dry Density (pc,~
1 Reddish Brown andy Clay 19
2 Tannish Brown Sandy Clay w/s Clay 16.8 112.9
Field Test Results
Test Elevation Location Proctor DryDensity Percent Percent
No. /Lift No (pc0 Moisture Density
103 SG Paving, 80'N by 35'E from NW building corner 2 112.8 18.4 gg g
104 SG Paving, 45'N by 10'E from NW building corner 1 106 19.2 100
All tests comply tivith the project requirements, unless otherwise noted
Technician: Gary Moore, CET
Distribution: Holt Lansford Commercial -Ken Newman
Mcfadden & Miller -Jon Jacobson
City of Coppell -Larry Davis
Y~ly
Respectfully Submitteca;
Fargo Consultants, Inc.
Checked By: ~~
Z'ZG
LIMITATIONS: This report presents test results (at particular locations noted) based on data obtained from specific samples selected for tesfing. Fargo Consultants, Inc. assumes no
responsibility for variation in quality, performaace, feature or conditions beyond its control. This report is for the exclusive use of the person(s) to whom it is
addressed and may no[ be reproduced except in full without the written approval of Fargo Consultants, Inc.