Freeport NIP(7.3)-LR010503GEOTECHNICAL AND E~ J::::J r-'l i i p
ENVIRONMENTAL CONSULTANTS
REPORT OF PIER OBSERVATION
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation
5495 Belt Line Road, Suite 360
Dallas, Texas 75240
ATTN: Mr. Jeff Langston
CONTRACTOR: Raymond Construction
REPORT NO. 34
REPORT DATE: 05-03-01
REG PROJECT NO. 7570
TECHNICIAN: S. Davis
PAGE: 1 of 1
Pier Diameter Bell Diameter Depth Before Final Depth Concrete
Date Pier No. (inches) (inches) Bell (feet) of Pier (feet) Length (feet)
04-10-01 F-12 24 54 15.7 16.0 15.9
G-12 24 54 15.4 15.6 15.6
H-12 24 54 16.0 16.0 16.0
J-12 24 54 16.0 16.4 16.4
K-12 24 60 16.2 16.6 16.6
B-11 24 60 15.4 15.4 15.4
C-11 24 54 15.0 15.5 15.5
D-11 24 54 15.0 15.3 15.3
E-11 24 54 16.4 16.5 16.5
F-11 24 54 15.9 16.2 16.2
G-11 24 54 15.0 15.0 15.0
H-11 24 54 16.0 16.2 16.2
J-11 24 54 15.0 15.6 15.6
K-11 24 60 16.0 16.4 16,4
K-10 24 60 15.9 16.1 16,1
J-10 24 54 16.0 16.2 16.2
B-10 24 60 15.8 16.2 16.2
C-10 24 54 15.6 15.8 15.8
D-10 24 54. 15.7 15.8 15.8
E-10 24 54 16.0 16.0 16.0
F-10 24 54 15.6 16.0 16.0
G-10 24 54 15.4 15.5 15.5
H-10 24 54 15.5 15.6 15.6
B-9 24 60 16.0 16.9 16.9
C-9 24 54 16.4 17.0 17.0
Mail
Distribution: (1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston
(1) Raymond Construction/
Mr. Dave Schlimme
(1) City of Coppell/Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
James F. Phipps, P.E.
KA/mm
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT OF PIER OBSERVATION
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Duke-Weeks Realty Corporation
5495 Belt Line Road, Suite 360
Dallas, Texas 75240
ATTN: Mr. Jeff Langston
Raymond Construction
REPORT NO. 32
REPORT DATE: 05-03-01
REG PROJECT NO. 7570
TECHNICIAN: S. Davis
PAGE: 1 of 1
Date Pier No.
IPier Diameter
(inches)
IBell Diameter Depth Before
(inches) Bell (feet)
IFinal Depth Concrete
of Pier (feet) Length (feet)
04-06-01
G-15 24 54 15.1 15.6 15.6
F-15 24 54 15.0 15.7 15.7
E-15 24 54 14.9 15.1 15.1
D-15 24 54 15.8 15.8 15.8
C-15 24 54 15.0 15.3 15.3
B-15 24 60 14.9 15.3 15.3
Mail
Distribution:
(1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston
(1) Raymond Construction/
Mr. Dave Schlimme
(1) City of Coppell/Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
James F. Phipps, P.E.
KA/cg
2424 STUTZ DR. * SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO:
Duke-Weeks Realty Corporation
5495 Belt Line Road, Suite 360
Dallas, Texas 75240
ATTN: Mr. Jeff Langston
REPORT NO. 85
REG PROJECT NO. 7570
SAMPLE DATE: 05-03-01
TECHNICIAN: S. Davis
CONTRACTOR: Raymond Construction
Location of Sample
i SetNumber jLocation J Quantity Represented I
1 Piers: L-3, M-3, M-2.6, M-1.9 and M-13. 550/900
Design Information
[S°urce °f C°ncrete IPotter Mix Identification 9337 I Specified Strength P's'i' I 3000
Test Results
Set Cylinder I
No. ID Date Tested
1 7126 05-10-01
7126 05-31-01
7126 05-31-01
7126 Hold
J Age@ Total Load I CompressiveI Average
Test lbs. Strength p.s.i. Strength p.s.i.
7 115280 4080
28 152240 5390
28 143650 5080
H
524O
Cylinder Data
Set
NO.
1
Cylinder Time of
ID Slump Sample
7126 4.00 1:00PM
I Concrete Air Ticket J
Air Temp. Temp. Entrainment Number
84 85 N/A 610842
Mail
Distribution'
(1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston
(1) Raymond Construction/
Mr. Dave Schlimme
(1) City of Coppell/Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KENcg
2424 STUTZ DR. · SUITE 400 * DALLAS, TX 75235 · TEL [214] 350 5600 ' FAX [214] 350 0019
GEOTECHNICALAND G J=J r--I I I I=a
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Duke-Weeks Realty Corporation
5495 Belt Line Road, Suite 360
Dallas, Texas 75240
ATTN: Mr. Jeff Langston
Raymond Construction
Location of Sample
Set Number J Location
REPORT NO. 84
REG PROJECT NO. 7570
SAMPLE DATE: 05-03-01
TECHNICIAN: R. Yeoman
J Quantity Represented
1 Slab: A.2-6 50/720
2 Slab: B.5-6 120/720
3 Slab: D-6 260/720
4 Slab: E.7-6 350/720
5 Slab: G-6 460/720
6 Slab: H-6 560/720
7 Slab: J-6 660/720
Design Information
IS°urce °f C°ncrete IPotter Mix Identification 9349 I Specified Strength P's'i' I 4000
Test Results
Set CylinderI
No. ID Date Tested
1 7283 05-10-01
7283 05-31-01
7283 05-31-01
7283 Hold
Age @ Total Load J Compressive Average
Test lbs. J Strength p.s.i. Strength p.s.i.
7 106230 3760
28 143090 5060
28 139890 4950
H
2 7284 05-10-01 7 116620 4130
7284 05-31-01 28 147560 5220
7284 05-31-01 28 146160 5170
7284 Hold H
3 7285 05-10-01 7 107650 3810
7285 05-31-01 28 142410 5040
7285 05-31-01 28 137780 4880
7285 Hold H
4 7286 05-10-01 7 120670 4270
7286 05-31-01 28 144480 5110
7286 05-31-01 28 152940 5410
7286 Hold H
5010
5200
496O
5260
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
Test Results
Set CylinderI
No. ID
5 7287
7287
7287
7287
Age @
Date Tested Test
05-10-01 7
05-31-01 28
05-31-01 28
Hold H
Total Load Compressive J Average
lbs. Strength p.s.i.I Strength p.s.i.
129300 4580
173O9O 6130
160980 570O
592O
7288
7288
7288
7288
05-10-01 7 120910 4280
05-31-01 28 149910 5310
05-31-01 28 145760 5160
Hold H
524O
7289
7289
7289
7289
05-10-01 7 117400 4150
05-31-01 28 143010 5060
05-31-01 28 138660 4910
Hold H
499O
Cylinder Data
Set
No.
1
2
3
4
5
6
7
Cylinder
ID
7283
7284
7285
7286
7287
7288
7289
Time of
Slump Sample
4.50 7:30 AM
5.00 8:35 AM
4.50 9:50 AM
4.50 10:45 AM
5.00 12:05 PM
4.50 1:00 PM
4.75 1:45 PM
I Concrete Air Ticket
Air Temp. Temp. Entrainment Number
72 80 N/A 61O792
73 80 N/A 610799
73 80 N/A 610813
74 82 N/A 610822
75 83 N/A 610833
78 83 N/A 610843
78 83 N/A 610853
Mail
Distribution:
(1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston
(1) Raymond Construction/
Mr. Dave Schlimme
(1) City of Coppell/Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KEA/cg
GEOTECHNICAL AND ~ JmJJ I--'1 LJ J~
ENVIRONMENTAL CONSULTANTS
REPORT OF PIER OBSERVATION
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation
5495 Belt Line Road, Suite 360
Dallas, Texas 75240
A-I-I'N: Mr. Jeff Langston
CONTRACTOR: Raymond Construction
REPORT NO. 28
REPORT DATE: 05-03-01
REG PROJECT NO. 7570
TECHNICIAN: S. Davis
PAGE: 1 of 1
Date
04-09-01
J Pier Diameter Bell Diameter Depth Before
Pier No. (inches) (inches) Bell (feet)
Final Depth Concrete
of Pier (feet) Length (feet)
B-14 24 60 15.3 15.8 15.8
C-14 24 54 15.6 15.6 15.6
D-14 24 54 15.3 15.5 15.5
E-14 24 54 15.1 15.2 15.2
F-14 24 54 15.0 15.3 15.3
G-14 24 54 15.3 15.7 15.7
H-14 24 54 15.1 15.9 15.9
J-14 24 54 14.9 15.7 15.7
K-14 24 60 15.4 16.7 16.7
K-13 24 60 15.1 15.8 15.8
J-13 24 54 17.0 17.8 17.8
H-13 24 54 15.0 15.8 15.8
B-13 24 60 15.2 15.6 15.6
C-13 24 54 15.3 15.6 15.6
D-13 24 54 15.2 16.2 16.2
E-13 24 54 15.6 16.0 16.0
F-13 24 54 14.8 15.6 15.6
G-13 24 54 15.0 15.6 15.6
C-12 24 54 17.0 17.5 17.5
D-12 24 54 15.5 16.2 16,2
E-12 24 54 16.0 16.8 16.8
B-12 24 60 14.9 15.5 15.5
Mail
Distribution: (1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston
(1) Raymond Construction/
Mr. Dave Schlimme
(1) City of Coppell/Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
James F. Phipps, P.E.
KA/cg
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND I~ ~ I~l I I p
ENVIRONMENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO:
Duke-Weeks Realty Corporation
5495 Belt Line Road, Suite 360
Dallas, Texas 75240
ATTN: Mr. Jeff Langston
CONTRACTOR: Raymond Construction
REPORT NO. 27
REPORT DATE: 05-03-01
REG PROJECT NO. 7570
DATE OBSERVED: 04-06-01
TECHNICIAN: R. Yeoman
PAGE: 1 of 1
Items Observed:
I Slab: M to M.8; 18.3 to 16.
Reference Plans or Notes Used: I Sheet S2.1
I x IThere were no deviations noted.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
Mail
Distribution:
(1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston
(1) Raymond Construction/
Mr. Dave Schlimme
(1) City of Coppeli/Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, INC.
Odginal Signed By
James F. Phipps, P.E.
KNcg
2424 STUTZ DR, * SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019