Freeport NIP(7.9)-LR020705Curve
No.
Soil Classification
Proctor Type
Optimum
Moisture,
Maximum
Density, pcf
105.4
5
Dark gray clay
ASTM D-698
18.0
REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
REPORT OF LABORATORY COMPACTION TEST
r e•�
eeport ar cway
Coppell, Texas
REED I Er'1EIr1EERII1G
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 16
REPORT DATE: 07 -05-02
REG PROJECT NO. 9056
SAMPLE DATE: 06 -27 -02
G R O U P
106.5
105.5
104.5
w
103.5
102.5
Z 101.5
A 100.5
99.5
98.5
12.0
14.0 16.0 18.0 20.0
Moisture Content
22.0
Mail
Distribution: (1) Duke Realty Corporation/
Mr. Mike Cox
(1) Duke Realty Corporation/
Mr. Jeff Langston
(1) Pacheco Koch Consulting/
Mr. Jack Evans
(1) Haris Engineering, Inc./
Mr. Ali Haris
(1) Horn Chandler- Thomas, Inc./
Ms. Diane Coulson
(1) City of Coppell /Mr. Larry Davis
(1) City of Coppell /Mr. Lee Stone
4 5
4.0
6 3.5
3.0
2.5
a 2.0
t 1.5
Q- 1.0
12.0
17.0
Moisture Content
22.0
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
Manager, C.M.T.
KEA/cdl
71. Z
ct
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
Curve
No.
Soil Classification
Proctor Type
Optimum
Moisture,
Maximum
Density, pcf
3
Light brown clay (lime
treated)
ASTM D -698
17.1
98.9
REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
99.5
99.0
98.5
98.0
97.5
97.0
96.5
13.0
15.0 17.0 19.0 21.0
Moisture Content
23.0
Mail
Distribution: (1) Duke Realty Corporation/
Mr. Mike Cox
(1) Duke Realty Corporation/
Mr. Jeff Langston
(1) Pacheco Koch Consulting/
Mr. Jack Evans
(1) Haris Engineering, Inc./
Mr. Ali Haris
(1) Horn Chandler- Thomas, Inc./
Ms. Diane Coulson
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell /Mr. Lee Stone
FaEEa I Er- 1GIf IERIr7G
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
Ullne Facility
Freeport Parkway
Coppell, Texas
REPORT NO. 14
REPORT DATE: 07 -05 -02
REG PROJECT NO. 9056
SAMPLE DATE: 06 -20 -02
GFaaUP
c 4.5
m
c 4.1
3.9
3.7
8
o- 3.5
11.0
4.3
16.0 21.0 26.0
Moisture Content
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
Manager, C.M.T.
KEA/cdl
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
Curve
No.
Soil Classification
Proctor Type
Optimum
Moisture,
Maximum
Density, pcf
101.6
4
Dark brown clay w/trace
Tight gray yellowish
brown clay
ASTM D -698
20.3
REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
Mail
Distribution: (1) Duke Realty Corporation/
Mr. Mike Cox
(1) Duke Realty Corporation/
Mr. Jeff Langston
(1) Pacheco Koch Consulting/
Mr. Jack Evans
(1) Haris Engineering, Inc./
Mr. Ali Haris
(1) Hom- Chandler- Thomas, Inc./
Ms. Diane Coulson
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
REPORT OF LABORATORY COMPACTION TEST
Uline Facility
Freeport Parkway
Coppell, Texas
MEE= I EI
GEOTECHNICAL AND I E R D U P
ENVIRONMENTAL CONSULTANTS
REPORT NO. 15
REPORT DATE: 07 -05 -02
REG PROJECT NO. 9056
SAMPLE DATE: 06 -21-02
4.5
w 4.0
3.5
3.0
c
a 2.5
d
8 2.0
a 1.5
18.5
20.5 22.5 24.5
Moisture Content
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
Manager, C.M.T.
KEA/cdI
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 cox [214] 350 0019
REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
AREA REPRESENTED: Entire Pad
POST INJECTIO ONFIRMAT N RESULTS
line Facility
Freeport Par
o exas
Bonin
Number /Pocket Pen
Date
Sampled
Depth
(feet)
g
W -1
W -2
W -3
W-4
W -5
W -6
W -7
06 -10 -02
0.0 1.5
1.5 3.0
3.0 4.5
4.5 6.0
6.0 7.5
7.5 9.0
9.0 10.0
2.00
4.5+
2.50
2.50
3.20
4.5+
3.20
2.20
2.00
2.00
2.20
2.50
3.20
3.50
2.50
2.20
2.50
2.20
2.70
4.5+
4.5+
1.20
2.50
2.00
2.00
1.5
2.70
4.5+
2.00
2.20
1.70
1.20
1.50
2.70
3.00
1.70
1.50
1.70
2.70
3.50
3.70
3.70
2.50
1.20
1.50
2.20
4.5
4.5
4.5
Boring Number /Pocket Pen
Date
Sample
Depth
(feet)
W -8
W -9
W -10
W -11
W -12
W -13
W -14
06 -10 -02
0.0 1.5
1.5 3.0
3.0 4.5
4.5 6.0
6.0 7.5
7.5 9.0
9.0 10.0
1.20 1.20 1.00 1.50 1.70 2.50 3.20
1.70 1.20 1.50 1.20 2.20 1.70 2.00
1.20 2.00 1.50 2.00 2.70 1.20 1.20
2.20 2.20 2.50 2.70 2.20 2.00 1.70
2.00 2.50 2.50 1.50 3.20 1.50 3.00
4.5+ 3.50 2.50 4.5+ 4.5 3.50 4.5
3.00 3.20 3.70 4.5 2.70 4.5+ .4.5
Tere
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
REE1M E r imir 1EEFil1 1G
REPORT NO. 10
REPORT DATE: 07 -05 -02
REG PROJECT NO. 9056
PAGE: 1 of 2
G FII LJP
REPORT NO. 10
REPORT DATE: 07 -05-02
REG PROJECT NO. 9056
PAGE: 2 of 2
FREE SWELL TEST RESULTS:
Boring Depth Swell Final Penetrometer Reading
W -7 7.5 9.0 3.47 3.75
W -14 7.5 9.0 3.38 3.60
Comments: Borings obtained after three injection passes. Based on the test results,
an additional pass was considered necessary beginning at the S.W. building corner
extending 75' to the north and 75' to the east plus 5' outside the building line. Additional
confirmations were not considered necessary.
Mail
Distribution: (1) Duke Realty Corporation/
Mr. Mike Cox
(1) Duke Realty Corporation/
Mr. Jeff Langston
(1) Pacheco. Koch Consulting/
Mr. Jack Evans
(1) Haris Engineering, Inc./
Mr. Ali Haris
(1) Horn Chandler- Thomas, Inc./
Ms. Diane Coulson
(1) City of Coppell /Mr. Larry Davis
(1) City of Coppell /Mr. Lee Stone
Boring Number /Pocket Pen
Date
Sample
Depth
(feet)
W -15
W -16
06 -10 -02
0.0 1.5
1.5 3.0
3.0 4.5
4.5 6.0
6.0 7.5
7.5 9.0
9.0 10.0
2.20
1.20
1.20
1.70
2.70
4.5
4.5
2.50
2.50
2.00
2.20
2.50
3.20
4.5
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
Manager, CMT
KEA/cn