Duke Lesley 3C-LR071013
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 Cylinder Collection
Report No.: 301255
Project No.: 0711530
Date of Service: 10/06/2007
Report Date: 10/13/2007
Project: Point West Office I
Services: Pick Up Compressive Strength Test Specimens Cast Prior To This Date
Report of Collection
On this date, a Rone Engineering Services, Ltd. representative arrived on site as scheduled to pick up compressive
strength test specimens cast prior to this date.
Technician: Jose Villanueva
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-cc Potter Concrete Attn: Mr. Ryan Skelly
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Started: 02:00pm Finished: 03:15pm
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 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.
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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.: 301685
Project No.: 0711530
Date of Service: 10/10/2007
Report Date: 10/13/2007
Project: Point West Office I
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Tilt wall panels 3-6, 8-17, 75-89
Ilem s Inspected: Co nfo rm ing Non Items Inspected: Conforming Non Item s Ins peeled: Conforming Non
Co nfo rm ing Conforming Co nfo rm ing
Placing Drawings 8 ar Length Column Ties Pro perly
Approved x and Shape x Tied and Spaced NA
8 ar Size x P ra per 8 ar P tacem ent x Slirrup Spacing NA
8 ar Grade x Properly Tied x Stirrup Type NA
8 ars Clean x Dowel Bars In Place x Lapped S pl,ices x
Form Clean x ProperBarSupports x Corner Bars x
Numberof 8ars x ProperCover x Mechanical Splices NA
Discrepancies I Comments: 1. Recessed panel legs not installed on most panels (reinforcement).
2. Recessed panels that are installed are touching bottom form with reinforcement.
3. Recessed panel legs need seven #4's on bottom face and #3 ties every 6",
4. Need chairs at recessed panel leg.
Technician: Dane Campbell Started: 02:00pm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Finished: 03:45pm 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 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.
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