Freeport NIP(8.0)-LR041006Roi
i nee rs
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
REPORT OF DRILLED PIER INSPECTION
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Report No.: 219367
Project No.: 049245
Date of Service: 09/27/2004
Report Date: 10/06/2004
Services: Drilled Pier Inspection
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform a Drilled Pier Inspection. The results are attached.
Technician Time:
Page 1 of 5
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
( 1 ) £xtxanet
(1) City of Coppell
(1) City of Coppell
6:30am - 5:30pm
Rone Engineers, Ltd.
--~o/- K. Scott Watson, AET
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We ~ssume no responsibility for variation in quality
(composition, appearance, performance, etc) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our le~aers and
reporls are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
STRAIGHT SHAFT PIER INSPECTION
Client: Duke Really Services, LP Report No.: 219367
Project No.: 049245
Project: Freeport XI and XII Date of Service: 9/27/2004
Page 2 of 5
Driller: Long Foundation
?ier Identification E.3-15 D.5-15 C.8-15 C-15 B.3-15
Pier Diameter (in) 60" 60" 60" 60" 60"
Depth of Pier From Surface (fi) 8.00 8.00 8.30 8.60 8.00
Depth of Bearing Stratum From Surface (f0
Required Penetration (f~) Note 1
Actual Penetration (ft)*
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (fl) N/A N/A N/A N/A N/A
Number of Bars / Reinfoming Bar Size 6 / #6 6 / #6 6 / #6 6 / #6 6 / #6
Length of Reinforcing Steel (fi) 7.00 7.50 8.00 8.00 7.60
Time Drilling was Completed (am / pm) 8:55 AM 9:06 AM 9:I9 AM 9:33 AM 9:47 AM
Time Concrete was Placed (am / pm) 11:30 AM 11:42 AM 12:50 PM 1:00 PM 1:25 PM
Depth of Pier From Top of Concrete (ft) 7.60 8.00 8.30 8.60 7.90
Elevation: Surface (fl)** 98.40 98.00 98.00 98.00 98.10
Elevation: Top of Pier (fi)** 98.00 98.00 98.00 98.00 98.00
Elevation: Bottom of Pier (fi)* * 90.40 90.00 89.70 89.40 90.10
Elevation: Top of Bearing Stratum (ft.)** Note 1
Beating Stratum (description) Tan, brown and gray clay
Note: See report #219368 for Compressive Strength Test Specimens.
· Additional Penetration not requested unless noted. **Elevation by others
Remarks: Building XI Note 1: No peneS'etlon / piers are to be 8' or top of sand, whichever is first.
LIMITATIONS: The test resul~ presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation ~n
quality (composition, appearance, per[ormance, etc) or any other feature of similar subject matter provided by persons or conditions over which we have no
control Our letters and reports are for the exclusive use of the clients to whorn theyare addressed and shall n°t be repr°duced except in full with°ut the wdtten
approval of Rone Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
STRAIGHT SHAFT PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 219367
Project No.: 049245
Project: Freeport X1 and XII Date of Service: 9/27/2004
Page 3 of 5
Driller: Long Foundation Bldg. XII
Pier Identification A.5-15 A-14.5 A-6.8
Pier Diameter (in) 60" 60" 60"
,Depth of Pier From Surface (ft) 7.80 7.70 7.80
Depth of Bearing Stratum From Surface (ft)
Required Penetration (fi) Note 1
Actual Penetration (ft)*
Condition of Bottom (wet / dry) Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes
Casing Diameter (in) / Casing Length (ft) N/A N/A N/A
qumber of Bars / Reinforcing Bar Size 6 ///6 6 / 4/6 6 / #6
Length of Reinforcing Steel (fi) 8.00 7.00 7.30
Time Drilling was Completed (am / pm) 10:03 AM 10:14 AM 1:48 PM
Time Concrete was Placed (am / pm) 1:35 PM 2:24 PM 5:00p,
Depth of Pier From Top of Concrete (fi) 8.50 7.70 7.80
Elevation: Surface (ft)** 97.30 95.00 95.00
Elevation: Top of Pier (ft)** 98.00 95.00 95.00
Elevation: Bottom of Pier (fi)** 89.50 87.30 87.20
Elevation: Top of Bearing Stratum (ft.)** Note 1
Bearing Stratum (description) Tan, brown and gray clay
Note: See report //219368 for Compressive Strength Test Specimens.
Additional penetration not requested unless noted. **Elevation by others
Remarks: Building XI Note 1: No penetration / piers are to be 8' or top of sand, whichever is first.
L~MITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in
uality (composition, appearance, performance, etc.) or any other feature of similar subject maffer provided by persons or conditions over which we have no
control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the wTtiten
approval of Rone Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
STRAIGHT SHAFT PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 219367
Project No.: 049245
Project: Freeport XI and XII Date of Service: 9/27/2004
Page 4 of 5
Driller: Long Foundation
Pier Identification E.3-1 A-1.5 A-2.2 A-2.8 A-3.3
Pier Diameter (in) 60" 60" 60" 60" 60"
Depth of Pier From Surface (ft) 8.60 7.30 6.60 8.00 7.80
Depth of Bearing Stratum From Surface (fl)
Required Penetration (fi) Note 1
Actual PeneU'ation (fl)*
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
2a~ing Diameter (in) / Casing Length (fl) N/A N/A N/A N/A N/A
Number of Bars / Reinforcing Bar Size 6 / #6 6 / #6 6 / #6 6 / #6 6 / #6
Length of Reinforcing Steel (ft) 8.20 NA NA NA NA
Time Drilling was Completed (am / pm) 8:40 AM 10:28 AM 10:40 AM 11:26 AM 11:40 AM
Time Concrete was Placed (am / pm) 2:34 PM 2:40 PM 3:00 PM 3:12 PM 3:20 PM
Depth of Pier From Top of Concrete (fl) 8.60 7.20 6.30 7.90 7.80
Elevation: Surface (fi)** 98.00 95.10 95.30 95.10 95.00
Elevation: Top of Pier (fl)** 98.00 95.00 95.00 95.00 95.00
Elevation: Bottom of Pier (ft)* * 89.40 87.80 88.70 87.10 87.20
Elevation: Top of Bearing Stratum (fl.)** Note 1
Bearing Stratum (descrition) Tan, brown and gray clay
Note: See report #219368 for Compressive Strength Test Specimens.
Additional Penetration not reques~d unless noted. **Elevation by others
~emarks: Building XII Note 1: No penetration / piers are to be 8' or top of sand, whichever is first.
LIMITATIONS: The test result~ presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in
quality (composition, appearance, performance, etc) or any other feature of similar subject matter provided by persons or conditions over which we have no
contreL Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written
RONE ENGINEERS, Ltd.
REPORT OF
STRAIGHT SHAFT PIER INSPECTION
Client: Duke Real~ Services, LP Report No.: 21936?
Project No.: 049245
Project: Freeport XI and XII Date of Service: 9/27/2004:
Page 5 of 5
Driller: Long Foundation
Pier Identification A-3.9 A-4.5 A-5.1 A-5.6 A-6.2
Pier Diameter (in) 60" 60" 60" 60" 60"
Depth of Pier From Surface (ft) 7.60 7.80 7.60 7.70 7.60
Depth of Bearing Stratum From Surface (fl)
Required Penetration (ft) Note 1
Actual Penetration (ft)*
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (fl) N/A N/A N/A N/A N/A
Number of Bars / Reinforcing Bar Size 6 / #6 6 / #6 6 / #6 6 / #6 6 / #6
Length of Reinforcing Steel (fl) 7.00 7.00 7.00 7.30 7.00
Time Drilling was Completed (am / pm) 11:52 AM 12:07 PM 1:04 PM 1:21 PM 1:35 PM
Time Concrete was Placed (am / pm) 4:10 PM 4:18 PM 4:25 PM 4:38 PM 3:54 PM
Depth of Pier From Top of Concrete (fl) 7.60 7.70 7.50 7.70 7.50
Elevation: Surface (fl)** 95.00 95.10 95.I0 95.00 95.10
Elevation: Top of Pier (fl)** 95.00 95.00 95.00 95.00 95.00
Elevation: Bottom of Pier (fl)** 87.40 87.20 87.50 87.30 87.50
Elevation: Top of Bearing Stratum (f~.)** Note 1
Bearing Stratum (description) Tan, brown and gray clay
Note: See report g219368 for Compressive Strength Test Specimens.
* Additional Penetration not requested unless noted. * *Elevation by others
Remarks: Building XI Note 1: No penelration / piers are to be 8' or top of sand, whichever is first.
~IMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in
quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no
ontrol. Our le[~ers and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the wdtten
approval of Rone Engineers, Ltd.
Re
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, ]tort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
REPORT OF DRILLED PIER INSPECTION
Client:
Duke Realty Services, LP
Mr. Brian Stralcy
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Report No.: 219599
Project No.: 049245
Date of Service: 09/29/2004
Report Date: 10/06/2004
Services: Drilled Pier Inspection
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform a Drilled Pier Inspection. The results are attached.
Technician Time:
Page 1 of 6
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Seveices, LP
(1) Extranet
(1) City of Coppell
(1) City of Coppell
6:30am - 6:15pm
Rone Engineers, Ltd.
~. K. Scott Watson(,AET
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We ~ssume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similax subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the wrWten approval of Rone Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
STRAIGHT SHAFT PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 219599
Project No.: 049245
Project: Freeport XI and XII Date of Service: 9/29/2004
Page 2 of 6
Driller: Long Foundation
?ier Identification A-5.6 A-5.1 A-4.5 A-3.9 A-3.4
Pier Diameter (in) 60" 60" 60" 60" 60"
Depth of Pier From Surface (fl) 8.70 8.80 8.80 8.50 9.00
Depth of Bearing Stratum From Surface (fi)
Required Penelration (fl) Note 1
kctual Penetration (fi)*
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (fi) N/A N/A N/A N/A N/A
Number of Bars / Reinforcing Bar Size 6 / #6 6 / #6 6 ///6 6 ///6 6 / #6
Length of Reinforcing Steel (fl) 8.00 8.00 8.00 8.00 8.00
Time Drilling was Completed (am / pm) 8:27 AM 8:36 AM 8:42 AM 8:54 AM 9:05 AM
Time Concrete was Placed (am / pm) l 0:15 AM 10:21 AM 10:45 AM 10:56 AM 11:00 AM
Depth of Pier From Top of Concrete (fi) 8.70 8.80 8.70 8.40 9.00
Elevation: Surface (fl)* * 95.00 95.00 95.10 95.10 95.00
Elevation: Top of Pier (fi)** 95.00 95.00 95.00 95.00 95.00
Elevation: Bottom of Pier (fl)** 86.30 86.20 86.30 86.60 86.00
Elevation: Top of Bearing Stratum (fi.)** Note 1
Beating Stratum (description) Tan, brown and gray clay.
Note: See report #219600 for Compressive Strength Test Specimens.
Additional Penetration not requested unless noted. **Elevation by others
Remarks: Building XI Note 1: No penetration required. Minimum depth 8.5' or top of sand, whichever is first.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in
quality (composition, appearance, performance, etc ) or any other feature of similar subject matter provided by persons or conditions over which we have no
entre[ Our letters and repoffts are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written
approval of Rone Engineers, Ltd,
RONE ENGINEERS, Ltd.
REPORT OF
STRAIGHT SHAFT PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 219599
Project No.: 049245
?roject: Freeport XI and XII Date of Service: 9/29/2004
Page 3 of 6
)riller: Long Foundation
Pier Identification A-2.8 A-2.2 AA-1 BB-1 A-1
Pier Diameter (in) 60" 60TM 60" 60" 60"
Depth of Pier From Surface (ft) 8.60 9.00 9.00 8.80 8.90
Depth of Bearing Stratum From Surface (ft)
Required Penetration (ft) Note l
~cmal Penetration (fl)*
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
?lumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
laaing Diameter (in) / Casing Length (ft) N/A N/A N/A N/A N/A
,lumber of Bars / Reinforcing Bar Size 6 / #6 6 / #6 6 / #6 6 / #6 6 / #6
Length of Reinforcing Steel (fl) 8.00 8.00 7.50 6.50 8.00
Time Drilling was Completed (am / pm) 9:14 AM 9:28 AM 9:43 AM 9:56 AM 10:10 AM
Time Concrete was Placed (am / pm) 11:57 AM 12:30 PM 2:06 PM 2:15 PM 12:45 PM
Depth of Pier From Top of Concrete (ft) 8.60 8.90 8.00 7.00 7.90
Elevation: Surface (ft)** 95.00 95.10 94.00 94.80 94.00
Elevation: Top of Pier (ft)** 95.00 95.00 93.00 93.00 93.00
Elevation: Bottom of Pier (ft)* * 86.40 86.10 85.00 86.00 85.10
Elevation: Top of Bearing Stratum (ft.)** Note 1
Bearing Stratum (description) Tan, brown and gray clay.
Note: See report #219600 for Compressive S~-ength Test Specimens.
· Additional Penetration not requested unless noted. **Elevation by others
Remarks: Building XI Note 1: No penetration required. Minimum depth 8.5' or top of sand, whichever is first.
.IMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in
uality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no
~ontrol. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the wriffen
approval of Rone Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
STRAIGHT SHAFT PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 219599
Project No.: 049245
Project: Freeport XI and XII Date of Service: 9/29/2004
Page 4 of 6
Driller: Long Foundation
Pier Identification E.3-1 F-2.8 F-5.6 F-7.4 F-10.4
Pier Diameter (in) 60" 60" 60" 60" 60"
Depth of Pier From Surface (fi) 8.70 9.10 8.90 8.50 9.00
Depth of Bearing Stratum From Surface (fi)
Required Penetration (fi) Note 1
Actual Penetration (fi)*
Condition of Bottom (wet/dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (fi) N/A N/A N/A N/A N/A
slumber of Bars / Reinforcing Bar Size 6 / #6 6 / #6 6 / #6 6 / #6 6 / #6
Length of Reinforcing Steel (fl) 8.00 8.00 8.00 8.00 8.00
Time Drilling was Completed (am / pm) 10:22 AM 10:35 AM 10:48 AM 11:00 AM 11:13 AM
Time Concrete was Placed (am / pm) 12:00 PM 12:08 PM 2:00 PM 2:06 PM 2:18 PM
Depth of Pier From Top of Concrete (fi) 8.10 9.50 8.90 8.50 8.50
Elevation: Surface (fi)** 97.60 97.60 98.00 98.00 98.50
Elevation: Top of Pier (fi)** 97.00 98.00 98.00 98.00 98.00
Elevation: Bottom of Pier (fi)** 88.90 88.50 89.10 89.50 89.50
:~levation: Top of Bearing Stratum (fi.)** Note 1
Bearing Stratum (description) Tan, brown and gray clay.
Note: See report #219600 for Compressive Strength Test Specimens.
* Additional Penelration not requested unless noted. * *Elevation by others
Remarks: Building XI Note 1: No penetration required. Minimum depth 8.5' or top of sand, whichever is first.
LIMITATIONS: The test resu~s presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation ir
quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no
control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written
approval of Rone Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
STRAIGHT SHAFT PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 219599
Project No.: 049245
Project: Freeport XI and XII Date of Service: 9/29/2004
Page 5 of 6
Driller: Long Foundation
Building XI ............................ Building XII .............
Pier Identification F- 13.2 F- 15 A- 15 F- 1 B .2-1
Pier Diameter (in) 60" 60" 60" 60" 60"
Depth of Pier From Surface (fi) 8.50 8.90 8.60 8.70 8.60
Depth of Bearing Stratum From Surface (fl)
Required Penetration (fl) Note 1
Actual Penetration (fi)*
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (fl) N/A N/A N/A N/A N/A
Number of Bars / Reinforcing Bar Size 6 / #6 6 / #6 6 / #6 6 / #6 6 / #6
Length of Reinforcing Steel (fl) 8.00 8.00 8.00 7.50 8.00
Time Drilling was Completed (am / pm) 11:30 AM 11:48 AM 1:06 PM 12:27 PM 12:42 PM
Time Concrete was Placed (am / pm) 2:38 PM 2:50 PM 3:20 PM 3:30 PM 3:40 PM
Depth of Pier From Top of Concrete (fl) 8.50 8.40 8.60 8.20 8.60
Elevation: Surface (fi)** 98.00 98.50 7-(°'~K~.60 98.00 97.00
Elevation: Top of Pier (fi)** 98.00 98.00 96.50 98.00 97.00
Elevation: Bottom of Pier (fl)** 89.50 89.60 87.90 89.30 88.40
Elevation: Top of Bearing Stratum (ft.)** Note 1
Bearing Stratum (description) Tan, brown and gray clay.
gote: See report #219600 for Compressive S~ength Test Specimens.
* Additional Pene'aation not requested unless noted. **Elevation by others
Remarks: Building XI Note 1: No penetration required. Minimum depth 8.5~ or top of sand, whichever is first.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation ir
quality (composition, appearance, per[ormance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no
contel Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written
edproval of Rone Engineers, Ltd
RONE ENGINEERS, Ltd.
REPORT OF
STRAIGHT SHAFT PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 21959~
Project No.: 049245
Project: Freeport XI and XII Date of Service: 9/29/2004
Page 6 of 6
Driller: Long Foundation
Pier Identification A.5-1 A-1 A-9 AA-9 BB-9
Pier Diameter (in) 60" 60" 60" 60" 60"
Depth of Pier From Surface (fl) 8.70 8.90 8.80 8.80 8.70
Depth of Bearing Stratum From Surface (ft)
Required Penetration (ft) Note 1
Actual Penetration (fl)*
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (fi) N/A N/A N/A N/A N/A
qumber of Bars / Reinforcing Bar Size 6 / #6 6 / #6 6 / #6 6 / #6 6 / #6
Length of Reinfoming Steel (fi) 8.00 7.00 6.50 7.50 7.50
Time Drilling was Completed (am / pm) 1:52 PM 3:19 PM 2:19 PM 2:33 PM 2:48 PM
Time Concrete was Placed (am / pm) 4:00 PM 4:20 PM 5:08 PM 5:25 PM 5:38 PM
Depth of Pier From Top of Concrete (fi) 8.70 7.30 7.00 8.00 8.00
Elevation: Surface (fl)** 96.00 96.60 96.80 95.80 95.70
Elevation: Top of Pier (fl)** 96.00 95.00 95.00 95.00 95.00
Elevation: Bottom of Pier (fi)** 87.30 87.70 88.00 87.00 87.00
Elevation: Top of Bearing Stratum (ft.)** Note 1
Bearing Stratum (description) Tan, brown and gray clay.
Note: See report #219600 for Compressive Strength Test Specimens.
* Additional Penetration not requested unless noted- **Elevation by other~
Remarks: Building XII Note 1: No penetration required. Minimum depth 8.5' or top of sand, whichever is first.
IMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in
uality (composition, appearance, per[ormance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no
:ontrol. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full wfthout the wdtten
~pproval of Rone Engineers, Ltd
ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
REPORT OF DRILLED PIER INSPECTION
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport X] & XII
Coppell, Texas
Report No.: 219485
Project No.: 049245
Date of Service: 09/28/2004
Report Date: 10/06/2004
Services: Drilled Pier Inspection
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform a Drilled Pier Inspection. The results are attached.
Technician Time:
Page 1 of 6
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(1) Ext~anet
(1) City of Coppell
(1) City of Coppell
6:15am - 5:30pm
Rone Engineers, Ltd.
-"'-' K. Scott'Watso~, AET
~ ~ ~' CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
STRAIGHT SHAFT PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 219485
Project No.: 048245
Project: Freeport XI and XII Date of Service: 9/28/2004
Page 2 of 6
Driller: Long Foundation
Pier Identification A-7.3 A-7.8 B.2-9 C-9 C.5-9
Pier Diameter (in) 60 60 60 60 60
Depth of Pier From Surface (fl) 7.80 8.30 8.10 8.80 8.80
Depth of Bearing Stratum From Surface (It)
Required Penetration (fl) Note # 1
Actual Penetration (ft)*
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (ft) N/A N/A N/A N/A N/A
qumber of Bars / Reinforcing Bar Size 6 / #6 6 / #6 6 / #6 6 / #6 6 / #6
Length of Reinforcing Steel (fi) 7.30 7.50 8.00 8.00 8.00
Time Drilling was Completed (am / pm) 8:55 AM 8:41 AM 8:30 AM 9:55 AM 9:22 AM
Time Concrete was Placed (am / pm) 10:14 AM 10:03 AM 10:22 AM 11:00 AM 11:12 AM
Depth of Pier From Top of Concrete (ft) 7.80 7.90 8.30 8.60 8.70
Elevation: Surface (fl)** 95.00 95.40 96.80 97.20 98.10
Elevation: Top of Pier (fl)** 95.00 95.00 97.00 97.00 98.00
Elevation: Bottom of Pier (it)** 87.20 87.10 88.70 88.40 89.30
Elevation: Top of Bearing Stratum (f~.)** Note #1
Bearing Stratum (description) Tan, brown and gray clay
Note: See report #219486 for Compressive S~'ength Test Specimens.
* Additional Penetration not requested unless noted. **Elevation by others
Remarks: Building XII Note: Minimum pier depth 8' or top of sand whichever is first.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in
:!uality (composition, appearance, perfom~ance, etc.) or any other feature of similar subject matter provided by per'sons or conditions over which we have no
ontrol. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written
approval of Rone Engineers. Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
STRAIGHT SHAFT PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 219485
Project No.: 048245
Project: Freeport XI and XII Date of Service: 9/28/2004
Page 3 of 6
Driller: Long Foundation
Building XII .............. Building XI ............................
Pier Identification F-6.8 F-2.8 A-13.8 A-13.2 A-12.6
Pier Diameter (in) 60 60 60 60 60
Depth of Pier From Surface (fi) 8.80 9.00 9.20 9.00 8.60
Depth of Bearing Stratum From Surface (ft)
Required Penetration (ft) Note #1
Actual Penetration (ft)*
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
>lumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (ft) N/A N/A N/A N/A N/A
Number of Bars / Reinforcing Bar Size 6 / #6 6 / #6 6 / #6 6 / #6 6 / #6
Length of Reinforcing Steel (fi) 8.00 8.00 8.00 8.00 8.00
Time Drilling was Completed (am / pm) 10:13 AM 10:36 AM 10:58 AM ll:13AM 11:28 AM
Time Concrete was Placed (am / pm) 11:20 AM 11:30 AM 11:40 AM 1:00 PM 1:08 PM
Depth of Pier From Top of Concrete (fi) 8.80 9.00 9.20 9.00 8.60
~,levation: Surface (ft)** 98.10 98.00 95.00 95.00 95.00
Elevation: Top of Pier (fi)** 98.00 98.00 95.00 95.00 95.00
Elevation: Bottom of Pier (ft)** 89.20 89.00 85.80 86.00 86.40
Elevation: Top of Bearing Slyatum (ft.)** Note #1
Bearing Stratum (description) Tan, brown and gray clay
Note: See mpor~ //219486 for Compressive Strength Test Specimens.
* Additional Penetration not requested unless noted. **Elevation by others
remarks:
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in
quality (composition, appearance, performance, etc) or any other feature of similar subject matter provided t~y persons or conditions over which we have no
control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written
approval of Rone Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
STRAIGHT SHAFT PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 219485
Project No.: 048245
Project: Freeport XI and XII Date of Service: 9/28/2004
Page 4 of 6
)riller: Long Foundation
Pier Identification A-12.1 A-11.5 A-10.9 A-10.4 A-9.8
Pier Diameter (in) 60 60 60 60 60
Depth of Pier From Surface (ft) 8.50 8.70 8.60 8.50 8.60
Depth of Bearing Stratum From Surface (fB
Required Penetration (ft) Note #1
Actual Penetration (ft)*
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (fl) N/A N/A N/A N/A N/A
Number of Bars / Reinforcing Bar Size 6 / #6 6 / #6 6 / #6 6 ///6 6 / #6
Length of Reinforcing Steel (ft) 8.00 8.00 8.00 8.00 8.00
Time Drilling was Completed (am / pm) 12:08 PM 12:25 PM 12:37 PM 12:52 PM 1:08 PM
'ime Concrete was Placed (am / pm) 1:16 PM 1:25 PM 2:05 PM 2:17 PM 2:26 PM
Depth of Pier From Top of Concrete (fl) 8.50 8.70 8.50 8.50 8.50
Elevation: Surface (fl)** 95.00 95.00 95.10 95.00 95.10
';levation: Top of Pier (fl)** 95.00 95.00 95.00 95.00 95.00
Elevation: Bottom of Pier (ft)** 86.50 86.30 86.50 86.50 86.50
Elevation: Top of Bearing Stratum (ft.)** Note #1
Bearing Stratum (description) Tan, brown and gray clay
Note: gee report //219496 for Compressive Strength Test Specimens.
Additional Penetration not requested unless noted. **Elevation by others
Remarks: Building XI
IMITATIONS: The test results presented herein were prepared based upon the spec~c samples provided for testing. We assume no responsibility for variation in
quality (composition, appearance, performance, etc) or any other feature of similar subject matter provided by persons or conditions over which we have no
control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the wdtten
approval of None Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
STRAIGHT SHAFT PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 219485
Project No.: 048245
Project: Freeport XI and XII Date of Service: 9/28/2004
Page 5 of 6
)rifler: Long Foundation
Pier Identification A-9.2 A-8.6 A-8 A-7.8 A-6.8
'ier Diameter (in) 60 60 60 60 60
Depth of Pier From Surface (ft) 9.00 9.10 9.10 9.10 8.40
Depth of Bearing Stratum From Surface (ft)
Required Penetration (ft) Note # 1
a~ctual Penetration (f0*
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (It) N/A N/A N/A N/A N/A
Number of Bars / Reinfoming Bar Size 6 / #6 6 / #6 6 / #6 6 / #6 6 / #6
Length of Reinforcing Steel (It) 8.00 8.00 8.00 8.00 8.00
Time Drilling was Completed (am / pm) 1:20 PM 1:34 PM 1:46 PM 1:57 PM 2:12 PM
Time Concrete was Placed (am / pm) 2:34 PM 2:58 PM 3:06 PM 4:20 PM 4:30 PM
Depth of Pier From Top of Concrete (fl) 9.00 9.10 9.10 9.10 8.40
Elevation: Surface (ft)** 95.00 95.00 95.00 95.00 95.00
Elevation: Top of Pier (it)** 95.00 95.00 95.00 95.00 95.00
Elevation: Bottom of Pier (fi)** 86.00 85.90 85.90 85.90 86.60
Elevation: Top of Bearing Stratum (ft.)** Note #1
Bearing Stratum (description) Tan, brown and gray clay
Note: See report #219486 for Compressive Strength Test Specimens.
* Additional Penetration not requested unless noted. **Elevation by others
[emarks:
_IMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in
3uality (composition, appearance, pedormance, etc.) or any other feature of similar subject matter provided by persons or conditions over wflich we have no
;ontrol. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written
tpproval of Rone Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
STRAIGHT SHAFT PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 219485
Project No.: 048245
Project: Freeport XI and XII Date of Service: 9/28/2004
Page 6 of 6
Driller: Long Foundation
Pier Identification A-6.2
?ier Diameter (in) 60
Depth of Pier From Surface (ft) 8.50
Depth of Bearing Stratum From Surface (ft) Note 1
Required Penetration (fl) Note 1
~.ctual Penetration (ft)* Note 1
Condition of Bottom (wet / dry) Dry
Plumb Within Tolerance (yes / no) Yes
Casing Diameter (in) / Casing Length (fi) N/A
qumber of Bars / Reinforcing Bar Size 6 / #6
Length of Reinforcing Steel (fl) 8.00
Time Drilling was Completed (am / pm) 2:25 PM
Time Concrete was Placed (am / pm) 4:45 PM
Depth of Pier From Top of Concrete (fi) 8.40
Elevation: Surface (fi)** 95.10
Elevation: Top of Pier (fi)** 95.00
Elevation: Bottom of Pier (fi)** 86.60
Elevation: Top of Bearing Stratum (fi.)** Note 1
Bearing Stratum (description) Tan, brown and ~ray clay
Note: See report //219486 for Compressive Strength Test Specimens.
* Additional Penetration not requested unless noted. **Elevation by others
Remarks:
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in
quality (composition, appearance, performance, etc) or any other feature of similar subject matter provided by persons or conditions over which we have no
;ontrol. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written
approval of Rone Engineers, Ltd,
ineers
8908 Ambassador Row, Dallas, TX 75247 /
2696 Gravel Drive, Fort Worth, TX 76118
118~
6300 Rothway, Ste. 15o, Houston, TX 7?~ddl
CorporatePhone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Freeport XI & XII
Coppell, Texas
Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
Report No.: 217772
Project No.: 049245
Date of Service: 09/07/2004
Report Date: 10/06/2004
CONTRACTOR: Duke Construction
Test Methods: ASTM D-2922
ASTM D-3017
Standard Counts
Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 35558 Current: 611 Current: 2507
Test Mode: DT Previous: 612 Previous: 2517
M/D No.
1
2
Description
MOISTURE DENSITY RELATIONS
Maximum
Brown Silty Sandy Clay
Tan & Brown Silty Sand w/Trace Clay
Project Requirements
Moisture % DensiW pcf Moisture DensiW
20.0 103.0 Optimum +4 95 min
12.0 110.0 Optimum +4 95 min
FIELD DENSITY TESTS
TEST
NO
1
2
3
4
PROBE ~
TEST LOCATION DEPTH No.
Utility backfill
8" storm sewer, Station 00+60, 3' below
subgrade
Utility backfill
8" storm sewer, Station 00+60, 2' below
subgrade
Utility backfill
(%) (pcf) (pc0
6" 1 21.6 121.1 /~
6" 1 20.8 124.4
MOISTURE WET DENSITY DRY DENSITY
l'
8" storm sewer, Station 00+60, 1' below 6" 1 24.0
subgrade
Utility backfill
8" storm sewer, Station 00+60, final 6" 1 22.6
son this report meet project specification.
128.1
124.7
3.3
DENSITY
(% max)
97
100
100
99
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc) or any other feature of similar subjec~ mailer provided by persons or conditions over which we have no control Our leners and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in f~ll without the wriiten approval of Rone Engineers, Ltd
07SS Page I of 2
Technician: Ken Brimingham
Report Distribution:
(1) Duke Realty Sen, ices, LP
(1) Ex~mmt
(1) City of Coppell
(1) City of Coppell
Started: l:45pm
Finished: 4:00pm
CMT Operations Manager
ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
Duke Realty Services, LP
My. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 218203
Project No.: 049245
Date of Service: 09/13/2004
Report Date: 10/06/2004
PROJECT DATA
CONTRACTOR: Duke Construction
Test Methods: ASTM D-2922
ASTM D-3017
Standard Counts
Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 35518 Current: NA Current: NA
Test Mode: DT Previous: 706 Previous: 2689
MOISTURE DENSITY RELATIONS
Maximum
No. Description Moisture % Density pcf
Lime Treated Dark Brown Clay 27.5 89.0 Optimum +4 95 rain
Project Requirements
Moisture Density
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH No. (%)
M/n MOISTURE WET DENS1TY DRY DENSITY DENSITY
(pc~ (pc~ (%max)
Building pad 6" 86.5 97
1 Lines 7/A.9 1 28.7 111.3
Building pad 6" 87.3 98
2 Lines 4.5/A.9 I 27.5 111.3
Building pad 6" 1 30.2 110.3 84.7 95
3 Lines 2/A.9
Building pad 6" 95
4 Lines 7/C.5 1 30.3 110.4 84.7
Building pad 6" 86.0 97
5 Lines 4.5/C.5 1 28.6 110.6
Building pad 6" I 29.1 110.5 85.6 96
6 Lines 2/C.5
Building pad 6" 95
7 Lines 7/E.1 I 30.0 110.2 84.8
Building pad
LIMITATIONS: The test results presented herein were prepared b~sed upon the specific samples provided for testing We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject maaer provided by persons or conditions over which we have no control. Out letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
Pape I of 2
Report No.: 218203
Project No.: 049245 Client: Duke Realty Services, LP
TEST
NO
8 Lines 4.5/E. 1
Building pad
9 Lines 2/E. 1
TEST LOCATION
Technician: Joe Jemigan
Report Distribution:
(1) Duke Realty Services, LP
(1) Extranet
(1) City of Coppell
(1) City of Coppell
PROBE
DEPTH
M~D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcf) (pc0 (% max)
6" 1 29.1 110.9 85.9 97
6" 1 30.1
Test results on this report meet project specification.
110.6 85.O 96
Finished: 1 l:30a
CMT Operations Manager
Started: 9:30am
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no conlrol. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in fi~ll without the written approval of Rone Engineers, Ltd
Pa~e 2 of 2
Client:
ineers
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste, 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 219492
Project No.: 049245
Date of Service: 09/28/2004
Report Date: 10/06/2004
Project:
Freeport XI & XII
Coppell, Texas
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
Duke Construction
Southern Star
27
MEASURED
MIX DESIGN I.D.: 9349 SLUMP
eLACEMENI DATE: 09/28/2004 (inches)
WEATHER CO~ITIONS: Calm/Clear 5.5
TIME SAMPLED: 4:40am BATCHTIME: 4:30am
SPECIFICATION REQUIREMENTS
STHENGTH: 4000 psi ~ 28 Days
SLUMP (in): 6" Maximum
Am (%): NA
TEST METHOD: ASTM C- 172
ASTM C-31
ASTM C~143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
ex.pt 9 I 2
TEMPERATURE (F) - AIR 68 F CONCRETE: 84
TRUCK NO: 823 TICKET NO: 362787
AIRCONTENT(%): NA UNIT WEIGHT (peJ): NA
OVERALL PLACEMENT LOCATION:
Overall placemem A to D at 1-9, Building 12
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
7.8 at A.3
CYLINDER
MARKED DATE
SET NO. TESTED
1 1 10/05/2004
1 2 10/26/2004
1 3 10/26/2004
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (inches) (sq.in.) (lbs. force)
7 6.00 28.26
28 0.00 0.00
28 0.00 0.00
1 4 Hold
Water added at site: 10 gallons
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
133430 4720 Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc) or any other feature of similar subject maaer provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the w.~en approval of Rone Engineers, Ltd.
Page 1 of 8
ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Services:
Report No.: 219492
Project No.: 049245
Date of Service: 09/28/2004
Report Date: 10/06/2004
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" Maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-23 l
ASTM C- 1064
ASTM C-1231
ASTM C-39
except 9 I 2
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 09/28/2004
WEATHER CONDITIONS: Calm/Clear
TIME SAMPLED: 5:45am BATCHTIME: 5:18affl
TEMPERATURE (F) - AIR 68 F CONCRETE: 84 F
TRUCK NO: 015 TlCK~T NO: 362797
AIR CONTENT (%): NA UNITWE1GHT(pci): NA
OVERALL PLACEMENT LOCATION:
Overall placement A to D at 1-9, Building 12
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
6.7 at B.2
SLUMP
(inches)
5.0
MAXIMUM COMPRESSIVE
CYLINDER FRACTURE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
2 1 10/05/2004 7 6.00 28.26 136970 4840 Unbonded Cap
2 2 10/26/2004 28 0.00 0.00 Unbonded Cap
2 3 10/26/2004 28 0.00 0.00 Unbonded Cap
2 4 Hold
Water added at site: 10 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc ) or any other feature of similar subject mailer provided by persons or conditions over which we have no control. Our leRers and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01HG Page 2 of 8
RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 650-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 219492
Project No.: 049245
Date of Service: 09/28/2004
Report Date: 10/06/2004
Project: Freeport X1 & XII
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" Maximum
NA
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-23 !
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 09/2 8/2004
WEATHER CONDITIONS: Calm/Clear
TIME SAMPLED: 6:30am BATCH TIME: 6:] 0am
TEMPERATURE (F) - AIR 69 E CONCRETE: 84 F
TRUC~:NO: 640 T1C}C~TNO: 362807
AIR CONTENT (%): NA UNITWEIGHT(pcD: NA
OVERALL PLACEMENT LOCATION:
Overall placement A to D at 1-9, Building 12
MEASURED
SLUM1~
(inches)
6.0
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
6.1 atB.9
MAXIMUM COMPRESSIVE
CYLINDER STRENGTH FRACTURE
MARKED DATE AGE DIAMETER AREA LOAD
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
3 I 10/05/2004 7 6.00 28.26 134290 4750 Unbonded Cap
3 2 10/26/2004 28 0.00 0.00 Unbonded Cap
3 3 10/26/2004 28 0.00 0.00 Unbonded Cap
3 4 Hold
Water added at site: 10 gallons
e ented herein were ret~ared based upon the spec tic samples provided for testing· We assume no responsibility for variation in quality
LIW[ITATIONS: The test results pr s P ~ · ' ' over which we have no conlxol. Our letters and
· erformance etc or an other feature of s~m0ar subject matter prowded by persons.or conditions - , ~-n - '* ~eo-~ Ltd
(composition, appearance, p ~ - ' , ).. ~L -- .u-x~ ~r~ arlttr~qq~d and not be rel~roduced exce t m fu without the written approvm oat%one ~ngn, ~,~,
Page 3 of 8
Ro gineers
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 219492
Project No.: 049245
Date of Service: 09/28/2004
Report Date: 10/06/2004
Project:
Services:
Freeport X1 & XI1
Coppell, Texas
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back ID the laboratory for curing and testing in accordance with applicable standards.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: SouthelTl Star
pLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" Maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA
M~X DESIGN i.D.: 9349
PLACEMENT DATE: 09/28/2004
WEATHER CONDITIONS: Calm/Clear
TIME SAMPLED: 7:30am BATCHTIME: 7:00am
TEMPERATURE (F) - AIR 71 F CONCRETE: 75 F
T~UCK NO: NA TICKET NO: 362817
AIR CONTENT (%): NA UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Overall placement A to D at 1-9, Building 12
MEASURED
SLUMP
(inches)
5.75
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
5.6 at C.2
MAXIMUM COMPRESSIVE
CYLINDER LOAD STRENGTH FRACTURE
MARKED DATE AGE DIL~METER AREA
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
4 I 10/05/2004 7 6.00 28.26 137810 4870 Unbonded Cap
Unbonded Cap
4 2 10/26/2004 28 0.00 0.00 Unbonded Cap
4 3 10/26/2004 28 0.00 0.00
4 4 Hold
Water added at site: 10 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
Pa£e 4 of 8
Ro gineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 219492
Project No.: 049245
Date of Service: 09/28/2004
Report Date: 10/06/2004
Project:
Services:
Freeport XI & XII
Coppell, Texas
Obtain samples of fi'esh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" Maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
except 9 I 2
PROJECT DATA
Mrx DESlG?~ 1.D.: 9349
FLAC£MENT DnTE: 09/28/2004
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 8:30am BATCHTIME: 8:00alii
TEMPERATURE (F)-AIR 85 F CONCRETE: 84 F
TRUCK NO: 8 TICKET NO: 362828
AIR CONTENT (%): NA UNIT WEIGHT (pci): NA
OVERALL PLACEMENT LOCATION:
Overall placement A to D at 1-9, Building 12
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
4.7 at C.9
MEASURED
SLEMP
(inches)
6.0
MAXIMUM COMPRESSIVE
CYLENDER STRENGTH FRACTURE
NLS. RKED DATE AGE DL%METER AREA LOAD
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
5 1 10/05/2004 7 6.00 28.26 129030 4560 Unbonded Cap
5 2 10/26/2004 28 0.00 0.00 Unbonded Cap
5 3 10/26/2004 28 0.00 0.00 Unbonded Cap
5 4 Hold
Water added at site: 10 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(compoaltion, appearance, performance, etc ) or any other feature of similar subject mallet provided by persons or conditions over which we have no control. Our le~ers and
reports are for the exclusive use of the clients to whom they a~e addressed and shall not be reproduced except in full without the wrinen approval of Rone Engineers, Ltd.
Page 5 of 8
RoneEn g
Client:
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 219492
Project No.: 049245
Date of Service: 09/28/2004
Report Date: 10/06/2004
Project:
Services:
Freeport XI & XII
Coppell, Texas
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: SoutherI1 Star
eLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" Maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 09/28/2004
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 9:15am BATCHTIME: NA
TEMPERATURE (F) - AIR 85 F CONCRETE: 84 E
TRUCK NO: 1020 TICKET NO: 362838
AIRCONTENT(%): NA UNITWEIGHT(pcf): NA
OVERALL PLACEMENT LOCATION:
Overall placement A to D at 1-9, Building 12
MEASURED
SLUMP
(inches)
7.0
SAMPLE LOCATION:
REPORT OF TESTS
· ' ' x 12"
Concrete Compressive Cyl rider 6
3.4 at A.2
MAXIMUM COMPRESSIVE
CYLINDER STRENGTH FRACTURE
MARKED DATE AGE DIAMETER AREA LOAD
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
6 1 10/05/2004 7 6.00 28.26 134180 4750 Unbonded Cap
6 2 10/26/2004 28 0.00 0.00 Unbonded Cap
6 3 10/26/2004 28 0.00 0.00 Unbonded Cap
6 4 Hold
Water added at site: 10 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We ~ssume no responsibility for variation in quality
(composition, appearance, performance, etc ) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the wriiten approval of Rone Engineers, Ltd.
a~.c Page 6 of 8
Rc
,ers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6500 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 219492
Project No.: 049245
Date of Service: 09/28/2004
Report Date: 10/06/2004
Project:
Services:
Freeport XI & XII
Coppell, Texas
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
STRENGTH:
SLUMP (in):
AI~ (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" Maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 09/28/2004
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 10:30am BATCHTIME: 9:50alTl
TEMPERATURE (F} - AIR 77 v CONCRETE: 81 E
TRUC~:NO: NA TICKETNO: 862850
AIR CONTENT (%): NA t~rr WEIGHT (pcf}: NA
OVERALL PLACEMENT LOCAIION:
Overall placement A to D at 1-9, Building 12
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
2.5~C.5
MEASURED
SLUMP
(inches)
6.0
MAXIMUM COMPRESSIVE
CYLINDER LOAD STRENGTH FRACTURE
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
7 6.00 28.26 138990 4920 Unbonded Cap
7 1 10/05/2004
7 2 10/26/2004 28 0.00 0.00 Unbonded Cap
7 3 10/26/2004 28 0.00 0.00 Unbonded Cap
7 4 Hold
Water added at site: 10 gallons
LLMITATIONS: The test results presented herein were prepared b~sed upon the specific samples provided for testing. We ~ssume no responsibility for variation in quality
eamre of similar subiect matter provided by persons or conditions over which we have no control, Our letters and
~com,,osition annearance, performance, etc ) or any other f - -J .... ~--~-~ .....* ~ f~ll w thout the written approval of Rone Engineers, Ltd.
~ rep~ are ~t~ e exclusive use of the clients to whom they are addressea Cna snan not ~e reprouuc.u ~},[ ,- Page 7 of 8
RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 219492
Project No.: 049245
Date of Service: 09/28/2004
Report Date: 10/06/2004
Project:
Services:
Freeport XI & XII
Coppell, Texas
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
6" Maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MIX DESIGN LD.: 9349
PLACEMENT DATE: 09/28/2004
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: lh25am BATCHTIME: lh05am
TEMPERATURE (F)-AIR 77 F CONCRETE: 82 F
TRUCKNO: 823 TICKETNO: 362861
AIR CONTENT {%): NA UN1TWEIGHT(pc0: NA
OVERALL PLACEMENT LOCATION:
Overall placement A to D at 1-9, Building 12
MEASURED
SLUMP
(inches)
5.75
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
1.6mB.7
CYLINDER
MARKED DATE AGE
SET NO. TESTED (days)
8 1 10/05/2004 7
8 2 10/26/2004 28
8 3 10/26/2004 28
DIAMETER AREA
(inches) (sq.in.)
6.00 28.26
0.00 0.00
0.00 0.00
MAXIMUWI COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
145510
5150 Unbonded Cap
Unbonded Cap
Unbonded Cap
8 4 Hold
Water added at site: 10 gallons
Technician: ScoR Mitchell
Report Distribution:
(1) Duke Realty Services, LP
( 1 ) Extranet
(1) City of Coppell
(1) City of Coppell
Started: 3:30am
Finished: 12:30pm
CMT Operations Manager
LIMITATIONS: The test resulLs presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc ) or any other feature of similar subject ma~er provided by persons or conditions over which we have no conlxol. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
Page 8 of 8
ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Forl Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214} 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 219486
Project No.: 049245
Date of Service: 09/28/2004
Report Date: 10/06/2004
Project:
Services:
Freeport XI & XII
Coppell, Texas
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southerll Star
PL~T: 27
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
5" - 7"
NA
ASTM C-172
ASTM C-31
ASTM O143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
except 9 ] 2
MIX DESIGN I.D.: 9337
PLACEMENT DATE: 09/28/2004
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: h20pm BATCHTIME: 12:40pm
TEMPERATURE (F) - AIR 78 F CONCRETE: 77 g
TRUC~: NO: 1020 TICKET NO: 362879
AIR CONTENT (%): NA UNIT WEIGHT (pc0: NA
OVERALL pLACEMENT LOCATION:
Piers: See report #219485
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
A-I2.1/A-11.5, Building 11
SLUMP
(inches)
5.0
MAXIMUM COMPRESSIVE
CYLINDER
MARKED DATE AGE DE, METER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 10/05/2004 7 6.00 28.26 102730 3630 Unbonded Cap
1 2 10/26/2004 28 0.00 0.00 Unbonded Cap
1 3 10/26/2004 28 0.00 0.00 Unbonded Cap
1 4 Hold
See report %219485 for technician time.
Water added at site: 10 gallons
LIMITATIONS: The test results presented herein were prepared b~sed upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc) or any other feature of similar subject manet provided by persons or conditions over which we have no control. Our leners and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the ~aa5 iten approval of Rone Engineers, Ltd.
n~c. Page I ofl
Technician: Rick Smith
Report Distribution:
(1) Duke Real~y Services, LP
(l) Extranet
(1) Cit~ of Coppell
( 1 ) City of Coppell
Started:
Finished:
K. Scott Watson, AET
CMT Operations Manager