Duke Lesley 3C-LR080115
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Reinforcing Steel Inspection
Report No.: 310498
Project No.: 0711530
Date of Service: 01/11/2008
Report Date: 01/15/2008
Project: Point West Office I
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Point West building 1, lobby slab located on 1st floor
Item s Inspected: Conforming Non ~em s Inspected: Conforming Non Items Inspected: Confo rming Non
Conforming Conforming Conforming
P lacing Drawings Bar Length Column Ties Pro peny
Approved x and Shape x Tied and Spaced NA
Bar Size x Pro per B ar P lacem ent x Stirrup Spacing NA
Bar Grade x Properly Tied x Stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Pro per Bar Suppo rts x Corner Bars NA
Numberof Bars x P ra per Cover x Mechanical Splices NA
Discrepancies / Comments: 1. Loose trash and debris in placement area.
2. Chairs not in place.
The discrepancies noted above were corrected at the time of inspection.
Technician: Started: 03:00pm
Report Distribution:
Orig: Duke Construction. LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-ec Duke Construction, LP Attn: Mr. Jason Sulzener
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Finished: 04:00pm Rone Engineering
,~.~
K. Scott Watson, AET
Project 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.
(TM/KW) Page 1 of 1
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Reinforcing Steel Inspection
Report No.: 310073
Project No.: 0711530
Date of Service: 01/08/2008
Report Date: 01/15/2008
Project: Point West Office I
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Paving, west of building from northwest corner to southwest corner
Item s Inspected: Conforming Non Item s Ins peeled: Co nfo rm Ing Non Items Inspected: Co nfo rm ing Non
Conforming Conforming Conforming
P lacing Drawings Bar Length Column Ties Properly
Appro ved x and Shape x Tied and Spaced NA
Bar Size x Proper Bar Placement x Stirrup Spacing NA
Bar Grade x Pro perty Tied x Stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Ciean x Proper BarSuppons x Corner Bars NA
Numberof Bars x ProperCover x Mechanical Splices NA
Discrepancies / Comments: 1. Remove trash from placement area. 2. Tie down steel at various locations.
3. Adjust dowels. 4. Add chairs.
The discrepancies noted above were corrected at the time of inspection.
Technician: Jose Villanueva Started: 01 :15pm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-ec Duke Construction, LP Attn: Mr. Jason Sulzener
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Finished: 03:00pm Rone Engineering
p~
~
K. Scott Watson, AET
Project 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 malter provided by persons or conditions over which we have no control. Our lelters 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.
(TMlKW) Page 1 of 1