Coppell Trade 2-LR061108-~-
U.
aRCiO CON9ULTANTB, INC.
11440 Reeder Rd. • Dallas, Texas 75229
Tel. 214-352-4100 Fax. 214-352-4811
Page 1 of 1
WATER PRESSURE INJECTION
OBSERVATION REPORT
Client: Holt Lunsford Commercial
Project: Coppell Trade Center Building D
Coppell, Texas
Date of Service: 11/08/06
Project No: M06-1165
Injection Contractor: Mcfadden & Miller
Location: Building pad -west half
Area injected previously: Approximately 27,800 square feet of 2nd pass
Area injected (on this day): Approximately 17,650 square feet of 2nd pass
Area injected (to date): Approximately 45,450 square feet of 2nd pass
Gallons of Water used: 52,000
Surfactant Used: lgallon / 3,500 gallons of water
Injection Pressure (psi): 100
Injection Probe Spacing (feet): 5
Injected Depth Interval (in.) until refusal: 12
Total Depth of Injection (feet): 12
Remarks:
Time
Start 8:00 a.m. / 2:00 p.m.
End 10:00 a.m. / 3:00 p.m.
Technician: Gary Moore, C.E.T.
Specified Requirements
as per manufacturer
50 psi-100psi
5 feet (max.)
12 inches
12 feet
Water Meter Reading
8887600
8939600
Checked by: ~~
Distribution: Holt Lansford Commercial -Ken Newman
Mcfadden & Miller -Jon Jacobson
City of Coppell -Lee Stone
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.
__ _ _ __.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
www. dallasfargo. com
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FAROO CONBVLTANT6, INC.
] 1440 Reeder Rd. ~ Dallas, 'Texas 75229
Tel. 214-352-4100 Fax. 214-352-4811
Page 1 of 1
REPORT OF FIELD COMPACTION
Tested For: Holt Lunsford Commercial Date Performed: 11/8/2006
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-SOOIEZ
Test Mode: Direct Transmission Probe Depth: 8 inches
Moisture Density Relations
Proctor No. Material Description Optimum Moisture(%) Max. Dry Density (pct
1 Reddish Brown Sandy Clay 19 106
Field Test Results
Test Elevation
Location Proctor DryDensity Percent Percent
No. /Lift No (pcf) Moisture Density
28 SG Paving, 20'S by 280'E from SW bldg. pad corner 1 102.2 22.7 96.4
29 SG Paving, 120'S by 180'E from SW bldg. pad corner 1 104.4 22 gg,5
30 SG Paving, 40'S from SW bldg. pad corner 1 104.9 21.5 gg
31 SG Paving, 100'S by 10'W from SW bldg. pad comer 1 104.5 21.1 98.6
32 SG Paving, 10'N by 30'W from NW bldg. pad corner 1 103.1 21.3 g7.3
33 SG Paving, 20'N by 30'W from SW bldg. pad corner 1 104.7 21.8 gg.g
34 SG Paving, 100'S from SE bldg. pad corner 1 103.4 21.7 97.5
All tests comply with the project requirements, unless otherwise noted
Technician: William Youngstrom Respectfully Submitted,
Fargo Consultants, Inc.
Distribution: Holt Lansford Commercial -Ken Newman
Mcfadden & Miller- Jon Jacobson
City of Coppell -Larry Davis
Checked By:
LQN[TATIONS: This report presents test results (at particulaz locations noted) based on data obtained from specific samples selected for testing. Fargo Consultants, Inc. assumes no
responsibi]ity 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 not be reproduced except in full without the written approval of Fazgo Consultants, Inc.