Coppell Trade 2-LR0612081...,.
11440 Reeder 12d. • Dallas Texas 75229
Fax60 GUL'Qt3V7;TA21T8,_ )~~ Tel. 214-352-4100 I'ax. 214-352-4811
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REPORT OF FIELD COMPACTION
Tested for: Holt Lansford Commercial Date Performed: 12/8/2006
Project Name: Coppell Trade Center Building D FARGO Project No. M06-1165
Coppell, Texas
Density: Per ASTM D-2922 ~ Gauge Manufacturer: Humboldt
Moisture: Per ASTM D-3017 Gauge Model: HS-SOOlEZ
Test Mode; Direct Transmission Probe Depth: 8 inches
Moisture Density Relations
Proctor No. Material Description Optimum Moisture(%) Max. Dry Density (pc,~
1 Reddish Brown Sandy Clay 19 106
Field Test Results
Test Elevation Location Proctor DryDensity Percent Percent
No. /L,ift No (pct) Moisture Density
58 FG-3' Plumbing line, Sanitary Sewer Grid Line D/1 1 102.3 21.6 96.5
59 FG-2' Plumbing line, Sanitary Sewer Grid Line Dli 1 104.8 21.3 gg,g
60 FG-1' Plumbing line, Sanitary Sewer Grid Line D/1 1 102.9 20.i 97,1
61 FG Plumbing line, Sanitary Sewer Grid Line D11 1 104.9 20,3 99
62 FG-2' Plumbing line, Sanitary Sewer Grid Line D/8 1 103.7 .21.6 97.8
63 FG-1' Plumbing line., Sanitary Sewer Grid Line D/B 1 102 20.4 96.2
64 FG Plumbing line, Sanitary Sewer Grid Line D/8 1 103.1 20.4 97.3
65 FG-2' Plumbing line, Sanitary Sewer Grid Line D/4 1 103.2 20.9 97.4
66 FG-i Plumbing line, Sanitary Sewer Grid Line D/4 1 102.6 20.2 gg.g
67 FG Plumbing line, Sanitary Sewer Grid Line D/4 1 101.7 21.5 95.9
All tests comply with the project requirements, unless otherwise noted
Technician: David Djikine Respec fully Submitted,
Distribution: Holt Lansford Colnmerciat -Ken Newman Fargo Consultants, Inc.
Mcfadden & Miller -Jon Jacobson
City of Coppell - Ize Stone
Checked By:
s ~rs~~
LfMITATIONS: This report preaeab test results (at particular locations noted} bued on data obuined from specific samples seleMed 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 not be reproduced except in full without We written approval of Fargo Consultants, Inc.