Duke Lesley-LR071015 (2)
Rone Eni==
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.: 301162
Project No.: 0612510
Date of Service: 10/05/2007
Report Date: 10/15/2007
Project: Lesley Infrastructure
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:
Concrete Supplier: TXI
Plant: 141
Specification Requirements
Strength: 3,500 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): 3% - 6%
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.: B 8274
Placement Date: 10/05/2007
Weather Conditions: Partly cloudy, calm
Time Sampled: 11 :OOam Batch time: 01 :34am
Temperature - Air: 870F Concrete: 890F
Truck No: 7064 Ticket No: 546539
Air Content: 3.5% Un'it Weight (pcf): NA
Overall Placement Location:
Paving, stamped concrete on Dividend Dr., 4th island, center median, west of Bellline
Rd.
Measured
Slump
(inches)
4.5
Sample Location:
Center median, 4th island, west of Bellline Rd. and Dividend Dr. intersection, 10' east
from west end of island
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
114,190
Cylinder
Marked Date
Set No. Tested
1 1 10/12/2007
1 2 11/02/2007
1 3 11/02/2007
4 11/30/2007
Age
(days)
7
Diameter
(in)
6.00
28
28
56
Technician: Pat Parks
Report Distribution:
Ori9: Duke Construction, LP (Dallas, TX)
AUn: Mr. Alex BenneU PE (1-ec copy)
1-ec Lacy Construction AUn: Mr. Kevin Briles
1-cc City of Coppell AUn: Mr. Lee Stone
1-cc City of Coppell AUn: Mr. Larry Davis
Compressive
Strength
(psi)
4,040
Fracture
Type
Cone/Split
Area
(in')
28.27
Started: 09:45am Finished: 12:15pm Rone Engineering
~~~
K. Scott Watson, AET
Project Manager
L1MITA nONS: 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.
(KWIKW) Page 1 of 1
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.: 301017
Project No.: 0612510
Date of Service: 10/04/2007
Report Date: 10/15/2007
Project: Lesley Infrastructure
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:
Concrete Supplier: TXI
Plant: 131
Specification Requirements
Strength: 3,500 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
Batch time: 10: 15am
Concrete: 960F
Ticket No: 545338
Unit Weight (pet): NA
Measured
Slump
(inches)
6.0
Mix Design 1.0.: 88274
Placement Date: 10/04/2007
Weather Conditions: Clear
Time Sampled: 11: 1 Dam
Temperature - Air: 790F
Truck No: 7014
Air Content: NA
Overall Placement Location:
Stamped concrete median, Dividend Dr., Stations 34-32.75 and 30.50-29.20
Sample Location:
Station 33.50
REPORT OF TESTS
Cylinder
Marked Date
Set No. Tested
1 1 10/11/2007
1 2 11/01/2007
1 3 11/01/2007
1 4 11/29/2007
~.
V
28
28
Technician: Clayton Snyder
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
1-ec Lacy Construction Attn: Mr. Kevin Briles
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
100,680
Diameter
(in)
6.00
Compressive
Strength
(psi)
3,560
Fracture
Type
~Iit
Area
(in')
28.27
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/LB) 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 Concrete Compressive Strength Test
Report No.: 300868
Project No.: 0612510
Date of Service: 10/03/2007
Report Date: 10/15/2007
Project: Lesley Infrastructure
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:
Concrete Supplier: TXI
Plant: 131
Specification Requirements
Strength:
Slump (in.):
Air (%):
Test Method:
NA
NA
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.: 88274
Placement Date: 10/03/2007
Weather Conditions: Rainy
Time Sampled: 10:30am
Temperature - Air: 780F
Truck No: 7005
Air Content: 3.9%
Overall Placement Location:
Paving for stamp - 250' west, 5' north, 5th colored concrete stamp from turn-in to
Leslie intrastructure from Beltline Road
Batch time: 09:28am
Concrete: 850F
Ticket No: 544410
Unit Weight (pet): NA
Measured
Slump
(inches)
4.25
Sample Location:
5' west, l' north from southeast corner
REPORT OF TESTS
Cylinder
Marked Date
Set No. Tested
1 1 10/10/2007
2 10/31/2007
3 10/31/2007
1 4 11/28/2007
Age
(days)
7
Diameter
(in)
6.00
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
119,050
Area
(in')
28.27
Compressive
Strength
(psi)
4,210
Fracture
Type
Cone/Split
28
28
56
Remarks: Water added at site: 5 gallons
Technician: Ryan Rawlinson
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
1-ec Lacy Construction Attn: Mr. Kevin Briles
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Started: 09:30am Finished: 11 :30am
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.
(CH/LB) Page 1 of 1
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.: 301081
Project No.: 0612510
Date of Service: 10/04/2007
Report Date: 10/15/2007
Project: Lesley Infrastructure
Services: Obtain samples of fresh concrete at the placement locations, perfonrn 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:
Concrete Supplier: LMC
Plant: 3
Specification Requirements
Strength: 4,000 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.: 1701
Placement Date: 10/04/2007
Weather Conditions: Sunny
Time Sampled: 04:45pm
Temperature - Air: 920F
Truck No: 975
Air Content: 3.5%
Overall Placement Location:
Northwest headwall footing at Leslie intrastructure
Measured
Slump
(inches)
4.5
Batch time: 03: 16pm
Concrete: 960F
Ticket No: 3238193
Unit Weight (pet): NA
Sample Location:
Same as above
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 10/11/2007 7 6.00 28.27 108,880 3,850 Cone/Split
1 2 11/01/2007 28
1 3 11/01/2007 28
4 11/29/2007 56
Technician: Montreal Bailey
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
1-ec Lacy Construction Attn: Mr. Kevin Briles
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Started: 03:30pm Finished: 06:00pm 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.
(CHILB) Page 1 of 1
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.: 301448
Project No.: 0612510
Date of Service: 10/06/2007
Report Date: 10/15/2007
Project: Lesley Infrastructure
Services: Test compressive strength test specimens prepared by others and picked up at the jobsite.
PROJECT DATA
Contractor:
Concrete Supplier: LMC
Plant: 7
Specification Requirements
Strength: 4,200 psi @ 28 days
Slump (in.): 2" - 4"
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.: 1851
Placement Date: 10/06/2007
Weather Conditions: Sunny, partly cloudy
Time Sampled: 01:50pm Batch time: 12:02pm
Temperature - Air: 900F Concrete: 960F
Truck No: 7183344 Ticket No: 1080
Air Content: 4.0% Unit Weight (pet): NA
Overall Placement Location:
Manhole at Point West 6
Measured
Slump
(inches)
3.0
Sample Location:
Station 26+65.04
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) (in2) (Ibs) (psi) Type
1 1 10/13/2007 7 6.00 28.27 145,430 5,140 Cone/Split
1 2 11/03/2007 28
1 3 11/03/2007 28
1 4 12/01/2007 56
Technician: Montreal Bailey
Report Distribution:
Orig: Duke Construction, LP (Dallas. TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
1-ec Lacy Construction Attn: Mr. Kevin Briles
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Started: 01:45pm Finished: 03:00pm 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.
(DMIKW) Page 1 of 1
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.: 298569
Project No.: 0612510
Date of Service: 09/13/2007
Report Date: 10/15/2007
Project: Lesley Infrastructure
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:
Concrete Supplier: TXI
Plant: 131
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 3" - 5"
Air (%): 3% - 6%
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.: 8274
Placement Date: 09/13/2007
Weather Conditions: Cloudy
Time Sampled: 10:30am
Temperature - Air: 860F
Truck No: 1572
Air Content: 4.5%
Overall Placement Location:
"Red" stamped concrete median noses
Batch time: 09:35am
Concrete: 900F
Ticket No: 528602
Unit Weight (pet): NA
Measured
Slump
(inches)
5.0
Sample Location:
Median nose at Beltline/Dividend intersection and median Stations 43+00 and 44+25
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) (in2) (Ibs) (psi) Type
1 1 09/20/2007 7 6.00 28.27 110,440 3,910 Cone/Split
1 2 10/11/2007 28 6.00 28.27 145,470 5,140 Cone/Split
1 3 10/11/2007 28 6.00 28.27 141,700 5,010 Cone/Shear
Average 5,080
1 4 11/08/2007 56
Started: 09:30am Finished: 11 :30am
Technician: Denny Harris
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
1-ec Lacy Construction Attn: Mr. Kevin Briles
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Rone Engineering
pad:
~
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.
(KWILB) Page 1 of 1
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.: 298570
Project No.: 0612510
Date of Service: 09/12/2007
Report Date: 10/15/2007
Project: Lesley Infrastructure
Services: Test compressive strength test specimens prepared by others and picked up at the jobsite.
PROJECT DATA
Contractor:
Concrete Supplier: TXI
Plant: NA
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 3" - 5"
Air (%): 3% - 6%
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.: NA
Placement Date: 09/12/2007
Weather Conditions: NA
Time Sampled:
Temperature - Air:
Truck No: NA
Air Content: NA
Overall Placement Location:
Stamp concrete at median
Measured
Slump
(inches)
Batch time:
Concrete:
Ticket No: NA
Unit Weight (pet): NA
Sample Location:
Station 47+75 through 49+00
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) (in2) (Ibs) (psi) Type
1 1 09/19/2007 7 6.00 28.27 94,140 3,330 Shear
2 10/10/2007 28 6.00 28.27 134,880 4,770 Cone/Split
3 10/10/2007 28 6.00 28.27 130,340 4,610 Cone/Split
Average 4,690
4 11/07/2007 56
Remarks: All information other than concrete compressive strength test data is supplied by others and is assumed to be
correct.
Technician: Denny Harris
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
1-ec Lacy Construction Attn: Mr. Kevin Briles
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Rone Engineering
See RefK>rt298569 'm'ectm;,;ao ,;mep ~ ~
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.
(LB/LB) Page 1 of 1