Coppell Trade 2-LR061127FARGO OONSULTANTB, ZNC.
11440 Reeder Rd. • Dallas, Texas 75229
Tel. 214-352-4100 Fax. 214-352-4811
Puge 1 o j'2
REPORT OF FIELD COMPACTION
Tested For: Holt Lunsford Commercial Date Performed: 11/27/2006
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 SandyClay 19 106
1 LT Reddish Brown and Tan Sandy Clay (lime treated) 23.5 97
Field Test Results
Test Elevation Location Proctor DryDensity Percent Percent
No. /Lift No (pcf) Moisture Density
46 SG Paving, 16'N by 87'E from NW building corner 1 102.5 20.5 96.7
47 SG Paving, 16'N by 168'E from NW building corner 1 104.6 19.3 gg,7
48 SG Paving, 23'N by 310'E from NW building comer 1 104.1 19.3 98.2
49 SG Paving, 18'N by 425'E from NW building corner 1 101.4 20.5 95,7
50 SG Paving, 84'N by 566'E from NW building corner 1 103.6 21.2 97.7
51 SG Paving, 77'N by 394'E from NW building corner 1 104.5 19.8 gg•g
52 SG Paving, 62'N by 288'E from NW building corner 1 101.9 19 gg,1
53 SG Paving, 50'N by 153'E from NW building corner 1 103.3 20 97.5
54 SG Paving, 46'N by 52'E from NE building corner 1 101.7 19.7 95.9
55 SG Retest for test number 39 report dated 11/20/06 1 LT 94.2 22 97.1
56 SG Retest for test number 38 report dated 11/20/06 1 LT 93.5 21.9 96.4
57 SG Retest for test number 37 report dated 11/20/06 1 LT 95.1 22.2 gg
LIMITATIONS: This report presents test results (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 not be reproduced except in full without the written approval of Fargo Consultants, Inc.
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FARGtr CONSULTANTR, INC.
11440 Reeder Rd. Dallas, Texas 75229
"1'cl. 214352-4100 hax. 214-352-4811
Puge 2 of 2
REPORT OF FIELD COMPACTION
Tested For: Holt Lunsford Commercial Date Performed: 11/27/2006
Project Name: Coppell Trade Center Building D
FARGO Project No. M06-1165
Coppell, Texas
Density: Per ASTM D-2922 Gauge Manufacturer: Humboldt
Moisriue: Per ASTM D-3017 Gauge Model: HS-SOOlEZ
Test Mode: Direct Transmission Probe Depth: 8 inches
All tests comply with the project requirements, unless otherwise noted
Technician: Juan Carlos Espinosa Respectfully Submitted,
Distribution: Holt Lansford Commercial -Ken Newman Fargo Consultants, InC.
Mcfadden & Miller- Jon Jacobson
City ofCoppell -Larry Davis ,:'
City ofCoppell -Lee Stone Checked By:
LIMITATIONS: This report presents test results (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) [o whom it is
addressed and may no[ be reproduced except in full without the written approval of Fargo Consultants, lne.