Freeport NIP(8.1)-LR060317Rone Engineering
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project:
Services:
Freeport XIV XV
800 700 W Bethel Road
Coppell, Texas
Reinforcing Steel Inspection
On this date, a Rone Engineering Services, Ltd representative(s) arrived on site
as scheduled to perform Reinforcing Steel Inspection_ The results are attached-
Technician Time: 2.15am 3 15am
Page 1 of 2
Technician: Jimmy Hall
Report Distribution:
(1) Duke Construction LP
(1) Extranet
(1) Pond, Robinson Associates
Report of Inspection
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
REPORT OF REINFORCING STEEL INSPECTION
Report No.:
Project No.:
Date of Service:
Report Date:
252643
0510795
03/15/2006
03/17/2006
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 responsibility for variation in quality
(composition, appearance, 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 Engineering Services, Ltd
99TM
one Engineering
Client: Duke Construction LP
Report of
Reinforcing Steel Inspection
Report No 252643
Project No 0510795
Project: Freeport XIV XV Date of Service: 3/15/2006
Page 2 of 2
Locations and Items Inspected East side of Building 15, paving.
Discrepancies Comments No apparent discrepancies noted at the locations
listed above.
Inspector's Signature
Client/Contractor Signature
Client/Contractor Copies with Results Yes No
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Suite 600, I3ouston 77040
Corporate Phone: (214) 630.9745
LIMITATIONS. The best results presented herein were prepared based upon die specific samples provided for testing. We assume no responsibility for variation in quality (composition,
appaaranee pertormance rite.) or any other Iasture of nrrulor subject matter provided by persons or conditions over Winch ch we have no conbot Mr letters and reports are for the exclusive
use 02 the clients to whom they me addressed and shall not be reproduced except m Ion without the wnnrn approval of hone Engineering Services. Ltd.
Conforming
Non
C'ontormrng
]terns inspected:
Conforming
Non
Lontormrng
hems Inspected:
Conforming
Non
Lontormrng
Gems lospected:
Placing Drawings
Approved
x
Bar length
and Shape
x
Colorful I tes properly
Tied and Spaced
NA
Bar Size
x
Proper Bar Placement
x
Stimup Spacing
NA
Bar Grade
x
Properly Tied
x
Stirrup Type
NA
Bars Clean
x
Dowel Bars io Place
x
Lapped Splices
x
Form Clean
x
Proper Bar Supports
x
Corner Bras
NA
Numbcr cif Bars
x
ProperCovcr
x
Mechanical Splices
NA
one Engineering
Client: Duke Construction LP
Report of
Reinforcing Steel Inspection
Report No 252643
Project No 0510795
Project: Freeport XIV XV Date of Service: 3/15/2006
Page 2 of 2
Locations and Items Inspected East side of Building 15, paving.
Discrepancies Comments No apparent discrepancies noted at the locations
listed above.
Inspector's Signature
Client/Contractor Signature
Client/Contractor Copies with Results Yes No
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Suite 600, I3ouston 77040
Corporate Phone: (214) 630.9745
LIMITATIONS. The best results presented herein were prepared based upon die specific samples provided for testing. We assume no responsibility for variation in quality (composition,
appaaranee pertormance rite.) or any other Iasture of nrrulor subject matter provided by persons or conditions over Winch ch we have no conbot Mr letters and reports are for the exclusive
use 02 the clients to whom they me addressed and shall not be reproduced except m Ion without the wnnrn approval of hone Engineering Services. Ltd.
one Engineering
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project:
Services:
On this date, a Rone Engineering Services, Ltd. representative(s) arrived on site
as scheduled to perform Reinforcing Steel Inspection. The results are attached
Technician Time: 12 2 15am
Page 1 of 2
Freeport XIV XV
800 700 W Bethel Road
Coppell, Texas
Reinforcing Steel Inspection
Technician: Jimmy Hall
Report Distribution:
(1) Duke Construction LP
(1) Extranct
(1) Pond, Robinson Associates
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
REPORT OF REINFORCING STEEL INSPECTION
Report of Inspection
Report No.:
Project No.:
Date of Service:
Report Date:
252567
0510795
03/14/2006
03/17/2006
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 responsibility for variation in quality
(composition, appearance, 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 R.one Engineering Services. Ltd
99 rM
Gems Inspected:
Conforming
No
Lonrormmg
Items inspected:
Conforming
Non
Lomarming
Items Inspected:
Conforming
No
Conforming
Placing Drhwungs
Approved
x
Bar Length
and Shape
x
Column lies Properly
Tied and Spaced
NA
Bar Sim
x
Proper Bar Placement
x
Stirrup Spacing
NA
Bar Grade
x
Properly Tied
x
Stirrup Type
NA
fins Clean
x
Dowel Bars in Place
x
Lapped Splices
x
Form Clean
x
Proper Bar Supports
x
Comer Bars
NA
Number of Bars
x
Proper Cover
x
Mechanical Splices
NA
done
ngineering
Client: Duke Construction LP
Report of
Reinforcing Steel Inspection
Report No. 252567
Project No 0510795
Project: Freeport XIV XV Date of Service 3/14/2006
Page 2 of 2
Locations and Items Inspected South side paving of Building 15 (approximately 3605
Discrepancies Comments: No apparent discrepancies noted at the locations
listed above.
Inspector's Signature
Client/Contractor Signature
Client/Contractor Copies with Results Yes No
8908 Ambassador Row, Dallas, IX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Suite 600, Houston 77040
Corporate Phone: (214) 630 -9745
LIMITATIONS: The rest results presented herein were prepared based upon die specific samples provided for swing. We assume no responsibility for variation in quality (composition
appearance performance. etc) or any other Ieature of nnuly sob)ec1 maser provided by persons or nandmons ova which we have no control. Oa letters and reports ore fur the =chant
use al the clients to whom they ate addressed and shat not be reproduced except m ti=er without the written approval 01 none tngmeerut6 services, Ltd