Duke Lesley 1A-LR080130
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.: 311316
Project No.: 0713408
Date of Service: 01/21/2008
Report Date: 01/30/2008
Project: Point West VI
Coppell, Texas
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.
Contractor: Duke Construction, LP
Concrete Sup'1lier: Potter Concrete
Plant: 1
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 3" - 5"
Air (%): 3% - 5%
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
PROJECT DATA
Mix Design I.D.: 7753
Placement Date: 01/21/2008
Weather Conditions: Cloudy
Time Sampled: 03:30am
Temperature - Air: 440F
Truck No: 126
Air Content: 4.3%
Overall Placement Location:
Paving parking lot north side of building 6
Batch time: 03: 19am
Concrete: 530F
Ticket No: 18716
Unit Weight (pcf): NA
Measured
Slump
(inches)
5.0
Sample Location:
900' west from northeast corner of building 6, sample taken from pump
REPORT OF TESTS
Cylinder
Marked Date Age
Set No. Tested (days)
1 1 01/28/2008 7
1 2 02/18/2008 28
1 3 02/18/2008 28
4 03/17/2008 56
Diameter
(in)
6.00
~r3 ~~ rnJ E] DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
135,000
Compressive
Strength
(psi)
4,770
Fracture
Type
Type2
Area
(in')
28.27
Type 6
LIMITATIONS: The test resu~s 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.
(CH/KW) Page 1 of 9
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.: 311316
Project No.: 0713408
Date of Service: 01/21/2008
Report Date: 01/30/2008
Project: Point West VI
Coppell, Texas
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.
Contractor: Duke Construction, LP
Concrete Supplier: Potter Corsrete
Plant: 1
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 3" - 5"
Air (%): 3% - 5%
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
PROJECT DATA
Mix Design I.D.: 7753
Placement Date: 01/21/2008
Weather Conditions: Cloudy
Time Sampled: 04:00am
Temperature - Air: 430F
Truck No: 103
Air Content: 4.5%
Overall Placement Location:
Paving parking lot north side of building 6
Batch time: 03:51 am
Concrete: 520F
Ticket No: 18722
Unit Weight (pcf): NA
Measured
Slump
(inches)
5.0
Sample Location:
865' west from northeast corner of building 6, sample taken from pump
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
2 1 01/28/2008 7 6.00 28.27 134,920 4,770 Type5
2 2 02/18/2008 28
2 3 02/18/2008 28
2 4 03/17/2008 56
0~ [1]~ Kill EJ DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Type 6
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.
(CH/KW) Page 2 of 9
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.: 311316
Project No.: 0713408
Date of Service: 01/21/2008
Report Date: 01/30/2008
Project: Point West VI
Coppell, Texas
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.
Contractor: Duke Construction, LP
Concrete Supplier: Potter Concrete
Plant: 1
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 3" - 5"
Air (%): 3% - 5%
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
PROJECT DATA
Mix Design 1.0.: 7753
Placement D"\te: 01/21/2008
Weather Conditions: Cloudy
Time Sampled: 04:46am
Temperature - Air: 430F
Truck No: 126
Air Content: 4.3%
Overall Placement Location:
Paving parking lot north side of building 6
Batch time: 04:30am
Concrete: 530F
Ticket No: 18731
Unit Weight (pcf): NA
Measured
Slump
(inches)
5.0
Sample Location:
835' west from northeast corner of building 6, sample taken from pump
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
133,070
Area
(in2)
28.27
REPORT OF TESTS
Compressive
Strength
(psi)
4,710
Fracture
Type
Type2
Cylinder
Marked
Set No.
- -
3 1
Age
(days)
7
Diameter
(in)
6.00
Date
Tested
01/28/2008
3 2 02/18/2008 28
3 3 02/18/2008 28
3 4 03/17/2008 56
~~ ~Q;J rnJ E] DO 0
. ..l4. -""-. \
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
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.
(CH/KW) Page 4 of 9
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.: 311316
Project No.: 0713408
Date of Service: 01/21/2008
Report Date: 01/30/2008
Project: Point West VI
Coppell, Texas
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.
Contractor: Duke Construction, LP
Concrete Supplier: Potter Concrete
Plant: 1
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 3" - 5"
Air (%): 3% - 5%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1 064
ASTM C-138
ASTM C-39
PROJECT DATA
Mix Design I.D.: 7753
Placement Date: 01/21/20/18
Weather Conditions: Cloudy
Time Sampled: 06:40am
Temperature - Air: 430F
Truck No: 103
Air Content: 4.2%
Overall Placement Location:
Paving parking lot north side of building 6
Batch time: 06:25am
Concrete: 520F
Ticket No: 18746
Unit Weight (pcf): NA
Measured
Slump
(inches)
5.5
Sample Location:
760' west from northeast corner of building 6, sample taken from pump
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
126,460
Area
(in')
28.27
Type 6
Age
(days)
7
Diameter
(in)
6.00
Cylinder
Marked
Set No.
- -
4 1
Date
Tested
01/28/2008
4 2 02/18/2008
4 3 02/18/2008
4 4 03/17/2008
~rJ ~.u_~ ~)~ 5IE
~
Type 1 Type 2 Type 3
28
28
56
lSJ DO D
Type 4
Type 5
REPORT OF TESTS
Compressive
Strength
(psi)
4,470
Fracture
Type
Type5
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.
(CH/KW) Page 5 of 9
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.: 311316
Project No.: 0713408
Date of Service: 01/21/2008
Report Date: 01/30/2008
Project: Point West VI
Coppell, Texas
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.
Contractor: Duke Construction, LP
Concrete Supplier: Potter Concrete
Plant: 1
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 3" - 5"
Air (%): 3% - 5%
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
PROJECT DATA
Mix Design 1.0.: 7753
Placement Date: 01/21/2008
Weather Conditions: Cloudy
Time Sampled: 07:30am
Temperature - Air: 43DF
Truck No: 126
Air Content: 4.3%
Overall Placement Location:
Paving parking lot north side of building 6
Measured
Slump
(inches)
Batch time: 07:17am
Concrete: 500F
Ticket No: 18757
Unit Weight (pct): NA
Sample Location:
728' west from northeast corner of building 6, sample taken from pump
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
110,350
Cylinder
Marked Date
Set No. Tested
5 1 01/28/2008
5 2 02/18/2008
5 3 02/18/2008
5 4 03/17/2008
Age
(days)
7
Diameter
(in)
6.00
28
28
56
~l3 ~l9 [IE E] DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Area
(in')
28.27
Compressive
Strength
(psi)
3,900
Fracture
Type
Type2
Type 6
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.
(CH/KW) Page 6 of 9
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.: 311316
Project No.: 0713408
Date of Service: 01/21/2008
Report Date: 01/30/2008
Project: Point West VI
Coppell, Texas
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.
Contractor: Duke Construction, LP
Concrete Supplier: Potter Concrete
Plant: 1
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 3" - 5"
Air (%): 3% - 5%
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
PROJECT DATA
Mix Design I.D.: 7753
Placement Date: 01/21/2008
Weather Conditions: Cloudy
Time Sampled: 08:35am
Temperature - Air: 420F
Truck No: 139
Air Content: 4.2%
Overall Placement Location:
Paving parking lot north side of building 6
Batch time: 08: 19am
Concrete: 500F
Ticket No: 18765
Unit Weight (pet): NA
Measured
Slump
(inche~ )
5.0
Sample Location:
692' west from northeast corner of building 6, sample taken from pump
REPORT OF TESTS
Cylinder
Marked Date
Set No. Tested
6 1 01/28/2008
6 2 02/18/2008
6 3 02/18/2008
6 4 03/17/2008
Age
(days)
7
Diameter
(in)
6.00
28
28
56
~E3 ~Q] 5IE [;J DO D
Type 1
Type 2
Type 3 Type 4
Type 5
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
111 , 190
Compressive
Strength
(psi)
3,930
Fracture
Type
Type2
Area
(in2)
28.27
Type 6
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.
(CH/KW) Page 7 of 9
Rone En2~
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.: 311316
Project No.: 0713408
Date of Service: 01/21/2008
Report Date: 01/30/2008
Project: Point West VI
Coppell, Texas
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.
Contractor: Duke Construction, LP
Concrete Supplier: Potter Concrete
Plant: 1
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 3" - 5"
Air (%): 3% - 5%
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
PROJECT DATA
Mix Design I.D.: 7753
Placement Date: 01/21/2008
Weather Conditions: Cloudy
Time Sampled: 09:10am
Temperature - Air: 410F
Truck No: 135
~rCon~~: 4.2%
Overall Placement Location:
Paving parking lot north side of building 6
Batch time: 08:45am
Concrete: 500F
Ticket No: 18771
Unit Weight (pet): NA
Measured
Slump
(inches)
5.0
Sample Location:
647' west from northeast corner of building 6, sample taken from pump
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
103,340
Area
(in2)
28.27
Type 6
REPORT OF TESTS
Compressive
Strength
(psi)
3,650
Fracture
Type
Type5
Cylinder
Marked Date
Set No. Tested
7 1 01/28/2008
7 2 02/18/2008
7 3 02/18/2008
7 4 03/17/2008
Age
(days)
7
Diameter
(in)
6.00
28
28
56
0EJ ~Q] 5ru E:J DO D
Type 1 .
Type 2
Type 3 Type 4
Type 5
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.
(CH/KW) Page 8 of 9
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.: 311724
Project No.: 0713408
Date of Service: 01/25/2008
Report Date: 01/30/2008
Project: Point West VI
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Fire lane and parking paving, south sidf of building from southwest
corner to southeast corner of building
Items Inspected: Co nfo rrn ing Non lIems Inspected: Co nfo rrn ing Non Items Inspected: Co nfo rrn ing Non
Conforming Co nfo rm ing Co nfo rrn ing
P lacing Drawings Bar Length Co lumn Ties Properly
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 Pro perly Tied x Stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Pro per B ar Suppa rts x Co mer Bars NA
Numberof Bars x ProperCover x Mechanical Splices NA
Discrepancies / Comments: 1. Remove mud/soil from reinforcing steel. 2. Remove debris from placement area. 3. Add
diagonal bars to water drains for better reinforcement. 4. Tie down steel at various locations. 5. Missing dowel bars from
red wood. 6. Missing chairs.
Re-inspection req uired.
Technician: Jose Villanueva Started: 12:15pm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc Duke Construction, LP Attn: Mr. Emmit Coots
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc Pacheco Koch Consulting Engineers Attn: Mr. Jack Evans
Finished: 02:15pm 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.
(TM/KW) Page 1 of 1