Coppell Trade 2-LR061122~~~
FAR6/f CONSU7.TANTB, INC.
11440 Reeder Rd. Dallas, Texas 75229
Tel. 214-352-4100 Pax. 214-352-4811
Page I of l
REPORT OF FIELD COMPACTION
Tested For: Holt Lunsford Commercial Date Performed: 11/22/2006
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-SOOlEZ
Probe Depth: 12 inches
Moisture Density Relations
Proctor Nn. Material.Deccription Optimum Moisture(%) Max. Dry Density (pc, fl
1 Reddish Brown Sandy Clay 19 106
Field Test Results
Test Elevation Location Proctor llryDensity Percent Percent
No. /Lift No (pcf) Moisture Density
43 1st Electric-Line (primary line) 1 101.7 19.7 95,9
44 2nd Electric-Line (primary line) 1 102.6 19.6 96.8
45 3rd Electric-Line (primary line) 1 104.2 19.2 98.3
All tests comply with the project reguirements, unless otherwise noted
Technician: David Djikine
Distrlhution: Holt Lansford Cormnercial -Ken Newman
Mcfadden & Miller- Jon Jacobson
City of Coppell -Larry Davis
Respectfully Submittecl,
Fargo Consultants, Inc.
Checked By: ~
LIMITATIONS: This report presents test rosults (at particular locations noted) based on data obtained from specific samples selected for testing. Fargo Consultants, Inc. assumes no
responsibility for variation in quality, performance, 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.