Coppell Trade 2-LR061023n'...,._,..
FAROO CONSULTANTS, ZNC.
WATER PRESSURE INJECTION
OBSERVATION REPORT
Client: Holt Lunsford Commercial
Project: Coppell Trade Center Building D
Coppell, Texas
Injection Contractor: Mcfadden & Miller
11440 Reeder Rd. • Dallas, Texas 75229
Tel. 214-352-4100 Fax. 214-352-4811
Page 1 of 1
Date of Service: 10/23/06
Project No: M06-1165
Location: Building pad, east half 3 pass
Area injected previously: Approximately 21,200 square feet of 3~ pass
Area injected (on this day): Approximately 11,800 square feet of 3'~ pass
Area injected (to date): Approximately 33,000 square feet of 3'~ pass
Gallons of Water used: 54,000
Surfactant Used: lgallon / 3,500 gallons of water
Injection Pressure (psi): 80
Injection Probe Spacing (feet): 5
Injected Depth Interval (in.) until refusal: 12=18
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.
Specified Reauirements
as per manufacturer
50 psi-100psi
5 feet (max.)
12 inches
12 feet
Water Meter Reading
8062200
8116200
Technician: Joshua Solon
Distribution: Holt Lansford Commercial -Ken Newman
Mcfadden & Miller -Jon Jacobson
City of Coppell -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) to whom it is addressed
and may not be reproduced except in full without the written approval of Fargo Consultants, [nc.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
wwhv, dallasfargo. com
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FARGO CONS UL'1'ANTS, iNC
ll440 Reeder Kd. ~ Dallas, Texas ?5229
"l~el. 214-352-4100 Fax. 214-352-4811
MOISTUREIDENSITY RELATIONSHIP OF SOILS
CLIENT: Holt Lunsford Commercial REPORT DATE: 10/23/06
PROJECT: Coppell Trade Center Building D FCI REPORT NO: M06-1165
Coppell, Texas
SAMPLE DATE: 10/18/06
METHOD OF TEST:
ASTM D-698 (Method A)
ASTM D-4318
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (Ibs/cu ft)
Optimum Moisture Content (%):
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
Technician: Carlos Espinoza
1LT
Reddish Brown Sandy Clay (lime treated)
Building pad, (east half) 100'N by 100'w from SE
building corner
Moist
Manual
97.5
22.5
40
28
12
FARGO CONSULTANTS, INC.
Checked by:
Distribution: Holt Lansford Commercial - Kcn Newman
Mcfadden & Miller-Jon Jacobson
City of Coppell -Lee Stonc
Geotechnical Engineering ~ Constrarction ,Materials Testing ' Environme»tal Services
wx-w.clallasfargo.com
Fo
s
FARO CONSULTANTS, INC
11440 Reeder Rd. Dallas, Texas 75229
Tel. 214-352-4100 Fax. 214-352-4811
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Holt Lunsford Commercial REPORT DATE: 10/23/06
PROJECT: Coppell Trade Center Building D FCI REPORT NO: M06-1165
Coppell, Texas
SAMPLE DATE: 10!1`8106
METHOD OF TEST:
SAMPLE IDENTIFICATION
Sample Description
Sample Origin
MOISTURE/DENSITY:
Preparation Procedure
Rammer Description
Maximum Dry Density (Ibs/cu ft)
Optimum Moisture Content (%)
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index.
Technician Dustin Allen
ASTM D-698 (Method A)
ASTM D-4318
1
Reddish Brown Sandy Clay
Storm drain line, 70' north by 160' west from
southeast building corner
Moist
Manual
0
0
51
20
31
E
l~'7'~~
FARGO CONSULTANTS, INC.
Checked by
Distribution. Holt Lansford Commercial -Ken Newman
Mcfadden & Miller -Jon Jacobson
City of Coppell -Lee Stone
Geotechnical Engineering Construction Materials Testing Environmental Services
www dallasfargo.com