Freeport NIP(8.0)-LR041201Roi
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:
Project:
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.
Report No.: 223248
Project No.: 049245
Date of Service: 11/20/2004
Report Date: 12/01/2004
PROJECT DATA
CONTRACTOR:
Test Methods:
I~UD No.
Duke Construction
ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: BS
Moisture
Current: 644
Previous: 640
Standard Counts
Density
Current: 2716
Previous: 2708
Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Recycled Concrete w/Clayey Sand
Project Requirements
Moisture Density
12.5 117.0 NA 95 min
FIELD DENSITY TESTS
TEST
NO
TEST LOCATION
PROBE
DEPTH
MfD MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pcf) (% max)
Flex base
1 Northbound mm lane, 25' south of north
end
Flex base
2 Northbound turn lane, 25' north of south
end
Technician: Joe Jemigan
Report Distribution:
(1) Duke Really Services, LP
(1) Exttanet
(1) City of Coppell
(1) City of Coppell
0" I 19.7 132.5 110.7 95
0" 1 19.9 132.9 110.8 95
Started: 8:30am Finished: ll:00a
K. Scott Watson, AET
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibilily for variation in qualily
(composition, appearance, performance, etc) or any other fealure of similar subject mailer provided by persons or conditions over which we have no control. Our leilers and
repons 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
07TM Page I of I
Roi
Client:
;ers
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
IN-PLACE DENSITY TESTING
Report No.: 222944
Project No.: 049245
Date of Service: 11/15/2004
Report Date: 12/01/2004
Project: Freeport XI & XII
Coppell, Texas
Services: Perform In-Place Density Test in accordance with A§TM Standards.
CONTRACTOR: Duke Construction
Test Methods: ASTM D-2922
ASTM D-3017
PROJECT DATA
Gauge: Troxler 3430 Moisture
Gauge Serial No: 35518 Current: 648
Test Mode: DT Previous: 633
Standard Counts
Density
Current: 2684
Previous: 2669
M/D No.
Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Recycled Concrete w/Clayey Sand
12.5 117.0
Project Requirements
Moisture Density
NA 95 min
TEST
NO
TEST LOCATION
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pcfl (% max)
Paving subgrade 0" 108.0 92.1
1 Northbound turnlane, 25' from north end 1 17.3
Paving subgrade 0" 89.1
2 Northbound tumlane, 25' from south end 1 19.4 106.4
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Technician: Joe Jemigan
Report Distribution:
(1) Duke Realty Sen'ices, LP
(1) Extranet
(1) CiD' of Coppell
(1) City of Coppell
Started: l:00pm
79*
76*
Finished: 2:45pm
CMT Operations Manager
LEMITATIONS: 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 manet provided by persons or conditions over which we have no control. Our lei~ers and
reports are for the exclusive use of the clients to whom they are addressed and Sphaalglell~ toi~e ir e p r o d u c e d except ill f/Ill without the written approval of Rorle Engineers, Ltd.
Re
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:
Project:
Services:
Duke Realty Servic~r,~LP
Mr. Brian Slrale~ '~
5495 B~., St~360
Report No.: 223192
Project No.: 049245
11/19/2004
12/01/2004
Date of Service:
Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Duke Construction
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Moisture
Current: 640
Previous: 638
Standard Counts
Density
Current: 2708
Previous: 27 l 2
MfD No.
Description
Brown Silty Sandy Clay
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
20.0 103.0 Optimum +4 95 min
FIELD DENSITY TESTS
TEST
NO
Technician: Joe Jernigan
Report Distribution:
PROBE
TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY
No. (%) (per) (pc0
Fill
Inside leaveouts, F/10, 1' below grade 6" I 24.3* 127.4 102.5
Fill
Inside leaveouts, F/03, 2' below grade 6" 1 23.2 126.7 102.8
Fill
Inside leaveouts, C/01, 2' below grade 6" 1 25.1 * 126.2 100.9
An asterisk (*) appears next to test results which do NOT meet the project specifications.
~8t~d~ l:15pm 3:00pm
/ K. Scottt'~atson, AET
DENSITY
(% max)
100
98
(1) Duke Realw Services, LP A [ ,:
(1) Extranet
(1) City of Coppell CMT Operations Manager
(1) City of Coppell
/
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 subiect matler 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 fall without the written approval of Roue Engineers, Ltd.
07TM Page 1 of 1
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 CYLINDER COLLECTION
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.: 223217
Project No.: 049245
Date of Service: 11/20/2004
Report Date: 12/01/2004
Services: Cylinder Collection
Report of Collection
On this date, a Rone Engineers, Ltd. representative arrived on site as scheduled
to pick up compressive strength test specimen cast prior to this date.
Technician Time: 6:45am - 8:00am
Page 1 of 1
Technician: Jeremy WaRs
Report Distribution:
(I) Duke Realty Services, LP
(1) Extranet
(1) City of Coppell
(1) City of Coppell
Rone Engineers, Ltd.
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 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
Paffe I of I
RoneEn gineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 761! 8
6300 Rothway, St¢. 150, Houston, TX 77040
Corporate Phone: (214} 630-9745
REPORT OF REINFORCING STEEL 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.: 223317
Project No.: 049245
Date of Service: 11/24/2004
Report Date: 12/01/2004
Services: Reinforcing Steel Inspection
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform a Reinforcing Steel Inspection. The results are attached.
Technician Time: 7:00am - 8:15am
Page 1 of 2
Technician: Bobby Robinson
Report Distribution:
(1) Duke Realty Services, LP
(1) Extranet
(1) City of Coppell
(l) City of Coppell
erations Manager
LLMITATIONS: The test results presented herein were prepared ba~ed 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 lertem 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.
99TM Page 1 of I
8908 Ambassador Row
Dallas, Texas 75247
(214) 630-9745
121 North Rayner
Fort Worth, Texas 76111
(817) 831-6211
Report of
Reinforcing Steel Inspection
Client: ~c,,J(~c ¢6c~'~/ ~v,ced'~lL~ ReportNo.:
Project No.:
Project: Ft~*~¢ ~[ ~ ~ Date of Se~ice:
(~a~ ~ ~O~) Page
Locations and Items Inspected:
Items Inspected: Conforming Non Items lnsl~cted: Conforming Non Items Inspacted: Conforming Non
Conforming Conforming Conforming
Placing Drawings t// Bar Length p/ Column Ties Properly
Approved and Shape Tied and Spaced ~
Bar Size ~/' Proper Bar Placemem t/' Stirrup Spacing and Type ~ r
Bar Grade I/ F Properly Tied ~ Lapped Splices ~
Bars Clean ~ Dowel B~rs in Place / Welded Splices
Form Clean 6/r Proper Bar Supports ~ Mechanical Splices
qumber Bars l,/ Proper Cover 1/
Discrepancies / Comments:
Inspector's Signature:
Client/Contractor Signature: Client/Contractor Copied with Results: Yes / No
ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
62500 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
REPORT OF STRUCTURAL STEEL 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.: 603125
Project No.: 049245
Date of Service: 11/23/2004
Report Date: 12/01/2004
Services: Structural Steel Inspection
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform a Structural Steel Inspection. The results are attached.
Technician Time: ll:15am - l:30pm
Page 1 of 2
Technician: D, Wilcher CAWI-02040654
Report Distribution:
(1) Duke Realty Services, LP
(1) Extranet
(1) City of Coppell
(I) CiD' of Coppell
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
neers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6.300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
Report of
Structural Steel Inspection
Client: Duke Realty Services, Inc. Report No.: 603125
Project No.: 049245
Project: Freeport II Date of Service: 11/23/2004
Coppell, Texas Page 2 of 2
Column Base Plates
Location: Gridline A to F and 1 to 11 (partial random inspection performed).
~ Non Code
Compliant Compliant AWS D1,1 ~ Other
Anchor Bolt Tension Verification X X Spec
Grouted Base Plates X Spec
Comments:
Location:
Structural Framing
Non Code __
Compliant Compliant AWS D-~.I '---~ISC Other
Bolt Tension Verification: Column to Column
Bolt Tension Verification: Beam to Column
Column Plumbness
Weld Profile
Nelson Stud Verification
WQT's Structural
Comments:
LIMITATIONS The test results presented herein were prepared based upon the specific samples pmvirSed for testing We assume no responsibility for variation in quality (composition,
· · Our letters and reports are fo- the exclusive
appearance, performance, otc ) or any other feature of slm~tar sg~bJeCt matter provided by persons or conditions over which we have no con o[
use of tb~ clients to whom they are addressed and shall not be reproduced except in full without the vcrfft en approval of Rone Engineers, Ltd
Rom
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 STRUCTURAL STEEL 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.: 603104
Project No.: 049245
Date of Service: 11/16/2004
Report Date: 12/01/2004
Services: Structural Steel Inspection
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform a Structural Steel Inspection. The results are attached.
Technician Time: 6:30am - 10:15am
Page 1 of 2
Technician: Jeb Gray CWI#02041061
Report Distribution:
(1) Duke RealW Services, LP
(l) Extranet
(1) CiD' of Coppell
(1) City of Coppell
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 mat~er 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 shah not be reproduced except in fall without the written approval of Rone Engineers, Ltd.
OOT]k~
RONE ENGINEERS
Client: Duke Realty Services, LP
Report No.: 603104 Date of Service: 11/16/2004
Project No.: 049245 Page 2 of 2
Location:
Bar Joists
Freeport Buildings #11 and #12, Section 12-15, Gridlines A-E.
Non Code
Compliant Compliant AWS D1.1 S JI Other
Joist Seat Bearing X x Spec
Visual Weld Verification X x Spec
Horizontal Bridging X X Spec
Diagonal Bddging X X Spec
Bottom Chord StabiLization
Joist Spacing
Per meter Edge Angle Weld Verification X Spec
WQT's Structural
Comments:
Location:
Sheet Deck Attachment to Structural Framing
Freeport Buildings #11 and #12, Section 12~15, Gridlines A-E.
Non Code
Compliant Compliant AWS D1.3 SJI Other
Visual Verification Puddle Welds X X Spec
Visual Verification Powder Actuated
Visual Verification Pneumatic
Visual Verification Tek Screws X X Spec
Side Laps Mechanically Fastened
Side Laps Mechanically Crimped
Sheet Deck Intedor Attachment Pattern X X Spec
Sheet Deck Perimeter Attachment Pattern X X Spec
WQT's Sheet Steel
Comments: Intersection of Section 14 and Gridline E. This area ~s currentl being used for the cons
entrance. Will inspect at a later date.
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 STRUCTURAL STEEL 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.: 603100
Project No.: 049245
Date of Service: 11/15/2004
Report Date: 12/01/2004
Services: Structural SteelInspection
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform a Structural Steel Inspection. The results are attached.
Technician Time: 7:00am - l:30pm
Page 1 of 2
Technician: Jeb Gray CWI#02041061
Report Distribution:
(I) Duke Realty Services, LP
(l) Extranet
(i) City of Coppell
(1) City of Coppell
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for v~iation 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 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 written approval of Rone Engineers, Ltd
99TM
RONEENGINEERS
Client: Duke Realty Services
Repor[ No.: 603100 Date of Service: 11/15/2004
Project No.: 049245 Page 2 of 2
Location:
Bar Joists
Freepod Buildings #11 and #12. Section 9-12, Gridline A-F.
I Non Code
Compliant Compliant AWS D1.1 SJI Other
Joist Seat Bearing X x Spec
Visual Weld Verification X X Spec
Horizontal Bridging X X Spec
Diagonal Bridging X X Spec
Bottom Chord Stabilization
Joist Spacing
Perimeter Edge Angle Weld Verification X X Spec
WQT's Structural
Comments:
Location:
Sheet Deck Attachment to Structural Framing
Section 01-8, Gridline A-F.
Non Code
Compliant Comp ant l AWS D1.3 SJI Other
Visual Verification Puddle Welds X X Spec
Visual Verification Powder Actuated
Visual Verification Pneumatic
iVisuai Verification Tek Screws x X Spec
Side Laps Mechanically Fastened
Side Laps Mechanically Crimped
Sheet Deck Intedor Attachment Pattern X X Spec
;heet Deck Perimeter Attachment Pattern X X Spec
WQ'F's Sheet Steel
Comments:
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility for vadabon in quality (composition
· neers
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
REPORT OF STRUCTURAL STEEL 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.: 603088
Project No.: 049245
Date of Service: 11/11/2004
Report Date: 12/01/2004
Services: Structural Steel Inspection
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform a Structural Steel Inspection. The results are attached.
Technician Time: 2:45pm - 6:00pm
Page 1 of 2
Technician: Jeb Gray CWI#02041061
Report Distribution:
(1) Duke Realty Services, LP
(1) Extranet
(I) City of Coppell
(1) Ci'ff of Coppell
cken
CMT Division Manager
LLMITATIONS: 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 magter provided by persons or conditions over which we have no control Our letlets 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
Client: Duke Realty Services, LP
Report No.: 603088 Date of Service: 11/11/2004
Project No.: 049245 Page 2 of 2
Location:
Bar Joists
Freeport Buildings #11 and #12. Section 6-9, Gridline A-F.
Non Code
Compliant Compliant AWS D1.1 SJI Other
Joist Seat Bearing X
Visual Weld Verification X
Horizontal Bridging X
Diagonal Bridging X
Bottom Chord Stabilization x
Joist Spacing
Perimeter Edge AngJe Weld Verification
WQT's Structural
Comments:
Location:
Sheet Deck Attachment to Structural Framing
Non Code
Compliant Compliant AWS D1.3 SJI Other
Visual Verification Puddle Welds
Visual Verification Powder Actuated
Visual Verification Pneumatic
Visual Verification Tek Screws
Side Laps Mechanically Fastened
Side Laps Mechanically Crimped
Sheet Deck Interior Attachment Pattern
Sheet Deck Perimeter Attachment Pattern
~/VQT's Sheet Steel
Comments:
UM~TATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We assume ne responsibil~ for vanagon in quality (composition,
appearance, p~rformance etc ) or any other feature of similar subject metier provided by persons or cond~ions over which we have no cor~ral OUr h~13ers and reports are for the exciu siva
use of the clients to whom they are addressed an~ shall not be repro0uced except in full w~thout the wntle n approval of Ro~le Engineers Ltd