Freeport NIP(7.5)-LR010802 (2)REPORTED TO: Duke -Weeks Realty Corporation
5495 Belt Line Road, Suite 360
Dallas, Texas 75240
ATTN: Mr. Jeff Langston
CONTRACTOR: Butler Construction
FREEL3
REPORT OF FIELD DENSITY TESTS
Freeport 9
Coppell Road at Bethel Road
Coppell, Texas
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
Ef1G I I Ir
REPORT NO. 105
REPORT DATE: 08 -02 -01
REG PROJECT NO. 7888
TECHNICIAN: L. Johnson
PAGE: 1 of 2
Proctor
No.
ASTM
Standard
Description
Optimum
Moisture,
Maximum
Density, PCF
1
2
2a
3
3a
4
5
6
7
D -698
D -698
D -698
D -698
D -698
D -698
D -698
D -698
D -698
Dark brown clay
Dark brown and yellow clay
Brown clay (lime- treated)
Yellow brown sandy clay
Light brown clay
Brown clay w /traces red sand
Dark gray sandy clay
Light brown clayey sand
Yellow brown clayey sand
16.5
18.5
21.0
12.5
18.0
15.0
18.5
11.5
12.5
103.0
102.0
97.0
113.0
102.0
104.0
99.5
112.5
113.0
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
Proctor
ID
Compaction
Level
537 07 -13 -01 Site Fill: 200'N, 50'E(1)
538 Site Fill: 200'N, 150'E(1)
539
540
541
542
543
544
545
546
547
548
Site Fill: 200'N, 250'E(1)
Site Fill: 200'N, 350'E(1)
Site Fill: 200'N, 450'E(1)
Site Fill: 200'N, 550'E(1)
Site Fill: 300'N, 650'E(1)
Site Fill: 300'N, 750'E(1)
Site Fill: 300'N, 850'E(1)
Site Fill: 300'N, 950'E(1)
Site Fill: 300'N, 1050'E(1)
Site Fill: 300'N, 1150'E(1)
0.8
0.8
0.8
0.8
0.8
0.8
2.3
2.3
2.3
2.3
2.3
2.3
98.0
97.7
99.0
99.7
98.2
97.7
96.9
98.1
96.2
96.7
99.8
97.5
20.7
21.2
20.1
20.6
20.8
21.1
22.4
21.3
20.8
21.2
20.5
20.7
2
2
2
2
2
2
2
2
2
2
2
2
96.1
95.8
97.1
97.7
96.3
95.8
95.0
96.2
96.7
97.2
97.8
98.0
GFRDUP
REPORT NO. 105
REPORT DATE: 08 -02 -01
REG PROJECT NO. 7888
PAGE: 2 of 2
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
Proctor
ID
Compaction
Level
549 07 -16 -01 Site Fill: 300'N, 650'E(1)
550 Site Fill: 300'N, 750'E(1)
551 Site Fill: 300'N, 850'E(1)
552 Site Fill: 300'N, 950'E(1)
553 Site Fill: 300'N, 1050'E(1)
554 Site Fill: 300'N, 1150'E(1)
555 Site Fill: 400'N, 1150'E(1)
1.6
1.6
1.6
1.6
1.6
1.6
3.3
96.1
96.7
100.0
98.9
96.3
95.5
98.0
20.8
21.1
20.0
20.1
20.7
21.4
20.9
5
5
2
2
5
5
2
96.6
97.2
98.0
97.0
96.8
96.0
96.1
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.W. building corner.
Mail Submitted by:
Distribution: (1) Duke -Weeks Realty Corporation/
Mr. Jeff Langston REED ENGINEERING GROUP, INC.
(1) Butler Construction /Mr. David Husted
(1) Pacheco Koch, Inc. /Mr. Jack Evans
(1) City of Coppel /Mr. Lee Stone
(1) City of Coppel /Mr. Larry Davis
(1) HBC Engineering /Mr. Bob Baker
Original Signed By
Ronald F. Reed, P.E.
BW /cg
REPORTED TO: Duke -Weeks Realty Corporation
5495 Belt Line Road, Suite 360
Dallas, Texas 75240
ATTN: Mr. Jeff Langston
CONTRACTOR: Butler Construction
Mail
Distribution: (1) Duke -Weeks Realty Corporation/
Mr. Jeff Langston
(1) Butler Construction /Mr. David Husted
(1) Pacheco Koch, Inc. /Mr. Jack Evans
(1) City of Coppel /Mr. Lee Stone
(1) City of Coppel /Mr. Larry Davis
(1) HBC Engineering /Mr. Bob Baker
R E E L7
REPORT OF FIELD DENSITY TESTS
Freeport 9
Coppell Road at Bethel Road
Coppell, Texas
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.W. building corner.
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
Er1E I f 1G
GEOTECHNICAL AND G R C3 L I P
ENVIRONMENTAL CONSULTANTS
REPORT NO. 96
REPORT DATE: 08 -02 -01
REG PROJECT NO. 7888
TECHNICIAN: L. Johnson
PAGE: 1 of 1
Proctor
No.
ASTM
Standard
Description
Optimum
Moisture,
Maximum
Density, PCF
1
2
2a
3
3a
4
5
6
7
D -698
D -698
D -698
D -698
D -698
D -698
D -698
D -698
D -698
Dark brown clay
Dark brown and yellow clay
Brown clay (lime- treated)
Yellow brown sandy clay
Light brown clay
Brown clay w /traces red sand
Dark gray sandy clay
Light brown clayey sand
Yellow brown clayey sand
165
18.5
21 0
125
18.0
150
185
11 5
12.5
103.0
102.0
97.0
113.0
102.0
104.0
99.5
112.5
113.0
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
Proctor
ID
Compaction
Level
525 07 -12 -01 Site Fill: 200'N, 1175'E(1)
526 Site Fill: 199'N, 1174'E(1)
527
528
529
530
531
532
533
534
535
536
Site Fill: 200'N, 1075'E(1)
Site Fill: 200'N, 1074'E(1)
Site Fill: 200'N, 975'E(1)
Site Fill: 200'N, 974'E(1)
Site Fill: 200'N, 875'E(1)
Site Fill: 200'N, 874'E(1)
Site Fill: 199'N, 775'E(1)
Site Fill: 199'N, 774'E(1)
Site Fill: 200'N, 675'E(1)
Site Fill: 200'N, 674'E(1)
1.6
0.8
1.6
0.8
1.6
0.8
1.6
0.8
1.6
0.8
1.6
0.8
96.5
96.4
96.7
96.1
95.3
96.2
95.8
95.9
96.1
95.3
96.4
96.7
20.6
20.7
20.4
20.9
21.8
20.8
21.2
21.1
20.9
21.7
20.6
20.5
5
5
5
5
5
5
5
5
5
5
5
5
97.0
96.9
97.2
96.6
95.8
96.7
96.3
96.4
96.6
95.8
96.9
97.2
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
BW /cg
REPORTED TO: Duke -Weeks Realty Corporation
5495 Belt Line Road, Suite 360
Dallas, Texas 75240
ATTN: Mr. Jeff Langston
CONTRACTOR: Butler Construction
Location of Sample
Design Information
Test Results
CONCRETE CYLINDER TEST REPORT
Freeport 9
Coppell Road at Bethel Road
Coppell, Texas
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
RE I Er1G11 1EER1r7G
GEOTECHNICAL AND I G R D U P
ENVIRONMENTAL CONSULTANTS
REPORT NO. 123
REG PROJECT NO. 7888
SAMPLE DATE: 08 -02 -01
TECHNICIAN: J. Johnson
Set Number
Location
1 Quantity Represented
1
2
3
4
5
Paving: 360'N, 50'E of S.E. building corner
Paving: 330'N, 40'E of S.E. building corner
Paving: 275'N, 46'E of S.E. building corner
Paving: 180'N, 36'E of S.E. building corner
Paving: 90'N, 40'E of S.E. building corner
40/600
140/600
250/600
330/600
490/600
Source of Concrete
Mix Identification
Specified Strength p.s.i.
Potter
7752
4000
Set
No.
Cylinder
ID
Date Tested
Age
Test
Total Load
lbs.
Compressive
Strength p.s.i.
Average
Strength p.s.i.
1 1464
1464
1464
2 1465
1465
1465
3 1466
1466
1466
4 1467
1467
1467
08 -09 -01
08 -30 -01
08 -30 -01
08 -09 -01
08 -30 -01
08 -30 -01
08 -09 -01
08 -30 -01
08 -30 -01
08 -09 -01
08 -30 -01
08 -30 -01
7 86390
28
28
7 87410
28
28
7 86260
28
28
7 75720
28
28
3060
3090
3050
2680
Set
No.
Cylinder
ID
Date Tested
Age
Test
Total Load
lbs.
Compressive
Strength p.s.i.
Average
Strength p.s.i.
5 1468
1468
1468
08 -09 -01
08 -30 -01
08 -30 -01
7 77720 2750
28
28
Cylinder Data
Set
No.
Cylinder
ID
Slump
Time of
Sample
Air Temp.
Concrete
Temp.
Air
Entrainment
Ticket
Number
1 1464 4.50 7:20AM 87 93 N/A 105345
2 1465 5.50 8:15AM 90 91 N/A 105355
3 1466 6.00 9:30AM 93 94 N/A 105366
4 1467 5.00 10:20AM 96 93 N/A N/A
5 1468 5.50 11:30AM 97 94 N/A 105382
Mail
Distribution: (1) Duke -Weeks Realty Corporation/
Mr. Jeff Langston
(1) Butler Construction /Mr. David Husted
(1) Pacheco Koch, Inc. /Mr. Jack Evans
(1) City of Coppel /Mr. Lee Stone
(1) City of Coppel /Mr. Larry Davis
(1) HBC Engineering /Mr. Bob Baker
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KEA/je