Duke Lesley 3C-LR071210
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
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
Report of Concrete Compressive Strength Test
Report No.: 306776
Project No.: 0711530
Date of Service: 11/30/2007
Report Date: 12/10/2007
Project: Point West Office I
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
Contractor: Duke Construction, LP
Concrete Supplier: Redi-Mix
Plant: P136
Specification Req uirements
Strength: 3,000 psi @28 days
Slump (in.): 4" - 6"
Air (%): NA
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
Mix Design 1.0.: 340K1601
Placement Date: 11/30/2007
Weather Conditions: Cloudy
Time Sampled: 09:08am
Temperature - Air: 580F
Truck No: 0
Air Content: NA
Overall Placement Location:
3rd level, slab on deck, grid lines C-P/1-18, building 1
Measured
Slump
(inches)
4.0
Batch time: 08:39am
Concrete: 680F
Ticket No: 13602952
Unit Weight (pet): NA
Sample Location:
Grid lines Cll
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in') (Ibs) (psi) Type
1 1 12/07/2007 7 6.00 28.27 114,380 4,050 Shear
1 2 12/28/2007 28
1 3 12/28/2007 28
1 4 01/25/2008 56
Remarks: 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, 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.
(TMIKW) Page 1 of 2
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, 8te 600, Houston, TX 77040
4421 Freidrich, 8te 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 306776
Project No.: 0711530
Date of Service: 11/30/2007
Report Date: 12/10/2007
Project: Point West Office I
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
Contractor: Duke Construction, LP
Concrete Supplier: Redi-Mix
Plant: P136
Specification Requirements
Strength: 3,000 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): NA
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
Mix Design 1.0.: 340K1601
Placement Date: 11/30/2007
Weather Conditions: Cloudy
Time Sampled: 11 :34am
Temperature - Air: 580F
Truck No: 144
Air Content: NA
Overall Placement Location:
3rd level, slab on deck, grid lines C-P/1-18, building 1
Measured
Slump
(inches)
4.75
Batch time: 11 :02am
Concrete: 690F
Ticket No: 13602985
Unit Weight (pct): NA
Sample Location:
Grid lines DI7
REPORT OF TESTS
Technician: Donald Patterson Started: 07: 15am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-cc Potter Concrete Attn: Mr Ryan Skelly
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
Cylinder
Marked Date
Set No. Tested
2 1 12/07/2007
2 2 12/28/2007
2 3 12/28/2007
2 4 01/25/2008
Age
(days)
7
Diameter
(in)
6.00
28
28
56
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
110,150
Compressive
Strength
(psi)
3,900
Fracture
Type
Cone/Split
Area
(in2)
28.27
Finished: 05:15pm Rone Engineering
ft~
~
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 2 of 2
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
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
Report of Concrete Compressive Strength Test
Report No.: 306905
Project No.: 0711530
Date of Service: 11/30/2007
Report Date: 12/10/2007
Project: Point West Office I
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
Contractor: Duke Construction, LP
Concrete Supplier: Potter Concrete
Plant: On site
Specification Requirements
Strength: 3,000 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): NA
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
Mix Design I.D.: 9705PW
Placement Date: 11/30/2007
Weather Conditions: Cloudy
Time Sampled: 01 :32pm
Temperature - Air: 620F
Truck No: 104
Air Content: NA
Overall Placement Location:
3rd level, slab on deck, grid lines C-P/1-1 8, building 1
Measured
Slump
(inches)
6.25
Batch time: 12:59pm
Concrete: 690F
Ticket No: 17215
Unit Weight (pet): NA
Sample Location:
Grid lines HIS
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in') (Ibs) (psi) Type
1 1 12/07/2007 7 6.00 28.27 109,240 3,860 Shear
2 12/28/2007 28
3 12/28/2007 28
4 01/25/2008 56
Remarks: Water added at site: 5 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, 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 2
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
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
Report of Concrete Compressive Strength Test
Report No.: 306905
Project No.: 0711530
Date of Service: 11/30/2007
Report Date: 12/10/2007
Project: Point West Office I
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
Contractor: Duke Construction, LP
Concrete Supplier: Potter Concrete
Plant: On site
Specification Requirements
Strength: 3,000 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): NA
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
Mix Design I.D.: 9705PW
Placement Date: 11/30/2007
Weather Conditions: Cloudy
Time Sampled: 03:47pm
Temperature - Air: 620F
Truck No: 128
Air Content: NA
Overall Placement Location:
3rd level, slab on deck, grid lines C-P/1-18, building 1
Measured
Slump
(inches)
6.0
Batch time: 03:38pm
Concrete: 720F
Ticket No: 17225
Unit Weight (pet): NA
Sample Location:
Grid lines F/3
REPORT OF TESTS
Technician: Donald Patterson Rone Engineering
See Report 306776 ",te,h,id" "me~ ~
Report Distribution: ' ~. . .
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne. .. .
(1-ec copy)
1-cc Potter Concrete. Attn: Mr Ryan Skelly K. Scott Watson AET
1-ec Duke Construction, LP Attn: Mr. Jason Sulzener p . ct M '
. rOJe anager
1-cc City of Coppel! Attn: Mr. Lee Stone
1-cc City of Coppel! Attn: Mr. Larry Davis
Cylinder
Marked Date
Set No. Tested
2 1 12/07/2007
2 2 12/28/2007
2 3 12/28/2007
2 4 01/25/2008
Age
(days)
7
Diameter
(in)
6.00
28
28
56
Remarks: Water added at site: 5 gallons
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
95,540
Compressive
Strength
(psi)
3,380
Fracture
Type
Shear
Area
(in')
28.27
~
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.
(1M/KW) Page 2 of 2
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.: 307380
Project No.: 0711530
Date of Service: 12/05/2007
Report Date: 12/10/2007
Project: Point West Office I
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Slab on deck wire mesh, grid lines 1-9/D-P, 2nd level
Item s Ins peeled: Co nfo rming Non Items Inspected: Conforming Non Ilems Ins peeled: Conforming Non
Co nfo rm ing Conforming Co nfo rrn ing
P lacing Drawings Bar Length Column Ties Properly
Approved x and Shape x Tied and Spaced x
BarSize x Pro per Bar P lacem ent x Stirrup Spacing NA
Bar Grade x Pro perly Tied x Stirrup Type NA
Bars Clean x Dowel Bars in Piace x Lapped Splices x
Form Clean x Pro per Bar Suppo rts x Corner Bars NA
Numberof Bars x ProperCover x Mechanical Splices NA
Discrepancies / Comments:
1. Remove trash.
2. Tie down wire mesh.
3. Adjust dowel bars.
Discrepancies noted above were corrected on this date.
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.
(TMlKW) Page 1 of 2
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.: 307380
Project No.: 0711530
Date of Service: 12/05/2007
Report Date: 12/10/2007
Project: Point West Office I
Services: Reinforcing Steel Inspection
Locations and Items Inspected:
Approaches, two on Beltline and one on Dividend Drive.
Item s Inspected' Co nforming Non Items Inspected. Co nfo rm ing Non Item. In. pected: Conforming Non
Co nfo rm ing Co nfo rm ing Conforming
P lac ing Drawings 8 ar Length Column Ties Properly
Approved x and Shape x Tied and Spaced NA
Bar Size x Proper Bar P lacem ent x Stirrup Spacing NA
8 ar Grade x Pro perly Tied x Stirrup Type NA
8 ars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Proper8arSupports x Co mer Bars x
Numberof 8ars x ProperCaver x Mechanical Splices NA
Discrepancies I Comments:
1. Tie down steel.
2. Adjust dowels.
3. Add chairs.
Discrepancies noted above were corrected on this date.
Technician: Jose Villanueva Started: 02:30pm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Artn: Mr. Paul Byrne
(1-ec copy)
1-ec Duke Construction, LP Artn: Mr. Jason Sulzener
1-cc City of Coppell Artn: Mr. Lee Stone
1-cc City of Coppell Artn: Mr. Larry Davis
Finished: 04:00pm 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 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 2 of 2
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.: 307518
Project No.: 0711530
Date of Service: 12/06/2007
Report Date: 12/10/2007
Project: Point West Office I
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Slab on deck, wire mesh, 2nd floor, grid lines A-M/9-18.
Items Inspected: Co nfarming Non Item s Inspected: Conforming Non Item s Ins peeled: Conforming Non
Co nfa rming Conforming Conforming
P lac ing Drawings Bar Length Column Ties Properly
Appro ved x and Shape x Tied and Spaced NA
Bar Size x P fa per Bar P laeem ant x Stirrup Spacing NA
Bar Grade x Pro perly Tied x Stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Proper B ar Suppa rts x Corner Bars NA
Numberaf Bars x ProperCover x Mechanical Splices NA
Discrepancies / Comments:
1. Trash and debris in placement area.
2. Tie down wire mesh by columns and in various locations.
Discrepancies noted above were corrected on this date.
Technician: Jose Villanueva Started: 02:30pm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Altn: Mr. Paul Byrne
(1-ec copy)
1-ec Duke Construction, LP Altn: Mr. Jason Sulzener
1-cc City of Coppell Altn: Mr. Lee Stone
1-cc City of Coppell Altn: Mr. Larry Davis
Finished: 03:45pm Rone Engineering
pdd-~
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.
(TMlKW) 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.: 307225
Project No.: 0711530
Date of Service: 12/04/2007
Report Date: 12/10/2007
Project: Point West Office I
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Slab on deck on wire mesh, 3rd floor and leave outs on 1st floor, 3rd floor,
grid lines 9-18/A-M, 1st floor, grid lines 10-18/A-M.
Item s Inspected: Conforming Non Items Inspected: Conforming Non Item s Inspected: Co nfo rm Ing Non
Co nfo rm ing Co nfo rm ing Conforming
P lacing Drawings Bar Length Coiumn Ties Properly
Approved x and Shape x Tied and Spaced NA
BarSize x Pro per B ar P lacem ent x Stirrup Spacing NA
Bar Grade x Pro perly 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 8 ars x
Numberof Bars x ProperCover x Mechanical Splices NA
Discrepancies / Comments: Discrepancies noted on report #308096 have been corrected and cleared to
compliant status.
Technician: Jose Villanueva Started: 02:15pm
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: 03:30pm 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.
(TMIKW) Page 1 of 1