Duke Lesley 3A-LR100211Rone 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
Re port of Concrete Compressive Strength Test
Client: Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254 -2936
Report No.: 366256
Project No.: 0915747
Date of Service: 01/13/2010
Report Date: 02/11/2010
Project: Samsung -Point West VII Parking Lot Expansion
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:
LMC
Plant:
3
Specification Requirements
Strength:
4,000 psi @ 28 days
Slump (in.):
4" - 6"
Air ( %):
NA
Test Method:
ASTM C -172
Truck No: 9105
ASTM C -31 (except 10.1.2)
ASTM C -143
Unit Weight (pcf): NA
ASTM C -231
Overall Placement Location:
ASTM C -1064
ASTM C -138
from Dividend and going to the 2nd island
ASTM C -39
PROJECT DATA
Mix Design I.D.: 1621
Measured
Placement Date: 01/13/2010
Slump
Weather Conditions: Clear
(inches)
Time Sampled: 05:30am
Batch time: 04:54am
6.0
Temperature - Air: 30 °F
Concrete: 46 °F
Truck No: 9105
Ticket No: 3272775
Air Content: 1.6%
Unit Weight (pcf): NA
Overall Placement Location:
Parking expansion /paving, paving starting
from Dividend and going to the 2nd island
(center curb)
Sample Location:
2nd island from side street, center curb, 2' south, 3' west
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength
Set No. Tested (days) (in) (in') (lbs) (p
1 1 01/20/2010 7 6.00 28.27 114,610 4,050
1 2 02/10/2010 28 6.00 28.27 157,970 5
1 3 02/10/2010 28 6.00 28.27 151,270 t;
1 4 03/10/2010 56 Average 5,470
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Fracture
Type
Type 5
Type 2
Type 2
2',itZ i0
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.
(KW /KW)
Page 1 of 12
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
Report of Concrete Compressive Strength Test
Client: Duke Construction, LP Report No.: 366256
14241 Dallas Pkwy, Ste 1000 Project No.: 0915747
Dallas, TX 75254 -2936
Date of Service: 01/13/2010
Report Date: 02/11/2010
Project: Samsung -Point West VII Parking Lot Expansion
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.
Remarks: Results to superintendent.
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.
(KW /KW)
Page 2 of 12
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
Report of Concrete Compressive Strength Test
Client: Duke Construction, LP Report No.: 366256
14241 Dallas Pkwy, Ste 1000 Project No.: 0915747
Dallas, TX 75254 -2936
Date of Service: 01/13/2010
Report Date: 02/11/2010
Project: Samsung -Point West VII Parking Lot Expansion
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: LMC
Plant:
3
Specification Requirements
Strength:
4,000 psi @ 28 days
Slump (in.):
4" - 6"
Air ( %):
NA
Test Method:
ASTM C -172
Overall Placement Location:
ASTM C -31 (except 10.1.2)
Parking expansion /paving, paving starting from Dividend and going to the 2nd island
ASTM C -143
(days)
ASTM C -231
(in =)
ASTM C -1064
(psi)
ASTM C -138
2 1
ASTM C -39
PROJECT DATA
Mix Design I.D.: 1621
Measured
Placement Date: 01/13/2010
Slump
Weather Conditions: Partly cloudy
(inches)
Time Sampled: 06:20am Batch time: 05:25am
6.0
Temperature - Air: 30 °F Concrete: 44 °F
Date
Truck No: 1049 Ticket No: 3272778
Diameter
Air Content: 1.4% Unit Weight (pcf): NA
Load
Overall Placement Location:
Fracture
Parking expansion /paving, paving starting from Dividend and going to the 2nd island
(center curb)
(days)
Sample Location:
2nd island from side street, 8' south, T west from center curb
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
01/20/2010
7
6.00
28.27
106,690
3,770
Type 6
2 2
02/10/2010
28
6.00
28.27
133,320
4,720
Type 5
2 3
02/10/2010
28
6.00
28.27
127,670
4,520
Type 2
Average
4,620
2 4
03/10/2010
56
L I \/ I Er? 1 1
'- < - 1 -1 1JL1 Ll
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.
(KW /KW)
Page 3 of 12
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
Report of Concrete Compr S Tes
Client: Duke Construction, LP Report No.: 366256
14241 Dallas Pkwy, Ste 1000 Project No.: 0915747
Dallas, TX 75254 -2936
Date of Service: 01/13/2010
Report Date: 02/11/2010
Project: Samsung -Point West VII Parking Lot Expansion
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.
Remarks: Results to superintendent.
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.
(KW /KW)
Page 4 of 12
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
R eport of Concrete Compressive Strength Test
Client: Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254 -2936
Report No.: 366256
Project No.: 0915747
Date of Service: 01/13/2010
Report Date: 02/11/2010
Project: Samsung -Point West VII Parking Lot Expansion
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.
PROJECT DATA
Contractor:
Duke Construction, LP
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)
(center curb)
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
Mix Design I.D.: 1621
Measured
Placement Date: 01/13/2010
Slump
Weather Conditions: Partly cloudy
(inches)
Time Sampled: 07:27am Batch time: 06:31am
6.25
Temperature - Air: 30 °F Concrete: 45 °F
02/10/2010
Truck No: 5016 Ticket No: 7213746
02/10/2010
Air Content: 1.1% Unit Weight (pcf): NA
Overall Placement Location:
Parking expansion /paving, paving starting from Dividend and going to the 2nd island
(center curb)
Sample Location:
1st entrance from side street island, 15' north, 5' east
REPORT OF TESTS
Cylinder
Marked
Date
Set No.
Tested
3 1
01/20/2010
3 2
02/10/2010
3 3
02/10/2010
Concrete Compressive Cylinder 6" x 12"
Maximum
Age Diameter Area Load
(days) (in) (in') (lbs)
7 6.00 28.27 97,250
28
28
3 4 03/10/2010 56
L I\Zl �j
J J
,> <1 l�
Type 1 Type 2 Type 3 Type 4
Compressive
Strength
(psi)
3,440
Fracture
Type
Type 2
6.00 28.27 1 25,000 4 , " 490 420
6.00 28.27 128,650 To
Average
of
Type 5 Type 8
Type 2
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.
(KW /KW)
Page 5 of 12
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
Report of Concrete Compressive Strength Te
Client: Duke Construction, LP Report No.: 366256
14241 Dallas Pkwy, Ste 1000 Project No.: 0915747
Dallas, TX 75254 -2936
Date of Service: 01/13/2010
Report Date: 02/11/2010
Project: Samsung -Point West VII Parking Lot Expansion
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.
Remarks: Results to superintendent.
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.
(KW /KW)
Page 6 of 12
Ro n e Engineering 7701 8908 Ambassador Row, Dallas, TX 75247
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
Client: Duke Construction, LP Report No.: 366256
14241 Dallas Pkwy, Ste 1000 Project No.: 0915747
Dallas, TX 75254 -2936
Date of Service: 01/13/2010
Report Date: 02/11/2010
Project: Samsung -Point West VII Parking Lot Expansion
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.
PROJECT DATA
Contractor:
Duke Construction, LP
Concrete Supplier: LMC
Plant:
3
Specification Requirements
Strength:
4,000 psi @ 28 days
Slump (in.):
4" - 6"
Air ( %):
NA
Test Method:
ASTM C -172
Overall Placement Location:
ASTM C -31 (except 10.1.2)
Parking expansion /paving, paving starting from Dividend and going to the 2nd island
ASTM C -143
(days)
ASTM C -231
(in')
ASTM C -1064
(psi)
ASTM C -138
4 1
ASTM C -39
Mix Design I.D.: 1621
Measured
Placement Date: 01/13/2010
Slump
Weather Conditions: Partly cloudy
(inches)
Time Sampled: 08:30am Batch time: 07:25am
5.25
Temperature - Air: 30 °F Concrete: 48 °F
Date
Truck No: 3012 Ticket No: 7213753
Diameter
Air Content: 1.5% Unit Weight (pcf): NA
Load
Overall Placement Location:
Fracture
Parking expansion /paving, paving starting from Dividend and going to the 2nd island
(center curb)
(days)
Sample Location:
Southeast corner curb, 2' north, 3' west
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder
1�1
LU
Maximum
Compressive
Type 2
Marked
Date
Age
Diameter
Area
Load
Strength
Fracture
Set No.
Tested
(days)
(in)
(in')
(Ibs)
(psi)
Type
4 1
01/20/2010
7
6.00
28.27
130,640
4,620
Type 2
4 2
02/10/2010
28
6.00
28.27
164,370
5,810
Type 5
4 3
02/10/2010
28
6.00
28.27
168,750
5,970
Type 2
Average
5,890
4 4
03/10/2010
56
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.
(KW /KW)
Page 7 of 12
1�1
LU
11
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.
(KW /KW)
Page 7 of 12
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
Report of Concrete Compressive Strength Test
Client: Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254 -2936
Report No.: 366256
Project No.: 0915747
Date of Service: 01/13/2010
Report Date: 02/11/2010
Project: Samsung -Point West VII Parking Lot Expansion
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.
Remarks: Results to superintendent.
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.
(KW /KW)
Page 8 of 12
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
R eport of Concrete Compressive Strength Test
Client: Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254 -2936
Report No.: 366256
Project No.: 0915747
Date of Service: 01/13/2010
Report Date: 02/11/2010
Project: Samsung -Point West VII Parking Lot Expansion
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.
PROJECT DATA
Contractor:
Duke Construction, LP
Mix Design I.D.: 1621
Measured
Concrete Supplier:
LMC
Placement Date: 01/13/2010
Slump
Plant:
3
Weather Conditions: Partly cloudy
(inches)
Specification Requirements
Time Sampled: 10:45am Batch time: 09:46am
6.5
Strength:
4,000 psi @ 28 days
Temperature - Air: 38 °F Concrete: 46 °F
Slump (in.):
4" - 6"
Truck No: 7060 Ticket No: 7213768
Air ( %):
NA
Air Content: 1.2% Unit Weight (pcf): NA
Test Method:
ASTM C -172
Overall Placement Location:
ASTM C -31 (except 10.1.2)
Parking expansion /paving, paving starting from Dividend and going to the 2nd island
ASTM C -143
(center curb)
ASTM C -231
ASTM C -1064
ASTM C -138
Sample Location:
ASTM C -39
Southwest corner, 9' north, 2' east
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') (lbs) (psi) Type
5 1 01/20/2010 7 6.00 28.27 126,030 4,460 Type 5
5 2 02/10/2010 28 6.00 28.27 168,110 50'" Type 5
5 3 02/10/2010 28 6.00 28.27 163,520 5,780 Type 5
5 4 03/10/2010 56 Average ,860
I U
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
/i V l
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.
(KW /KW)
Page 9 of 12
8908 Ambassador Row, Dallas, TX 75247
Ro n e Engineering 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
Client: Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254 -2936
Report No.: 366256
Project No.: 0915747
Date of Service: 01/13/2010
Report Date: 02/11/2010
Project: Samsung -Point West VII Parking Lot Expansion
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.
Remarks: Results to superintendent.
Water added at site: 15 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.
(KW /KW)
Page 10 of 12
Rone Engineering
PROJECT DATA
Report of Concrete Compressive Strength Test
Client: Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254 -2936
Report No.: 366256
Project No.: 0915747
Date of Service: 01/13/2010
Report Date: 02/11/2010
Project: Samsung -Point West VII Parking Lot Expansion
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: LMC
Plant:
3
Specification Requirements
Strength:
4,000 psi @ 28 days
Slump (in.):
4" - 6"
Air ( %):
NA
Test Method:
ASTM C -172
Overall Placement Location:
ASTM C -31 (except 10.1.2)
Parking expansion /paving, paving starting from Dividend and going to the 2nd island
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
Mix Design I.D.: 1621
Measured
Placement Date: 01/13/2010
Slump
Weather Conditions: Partly cloudy
(inches)
Time Sampled: 12:45pm Batch time: 12:14pm
6.0
Temperature - Air: 45 °F Concrete: 54 °F
02/10/2010
Truck No: 3012 Ticket No: 7213785
02/10/2010
Air Content: 1.0% Unit Weight (pcf): NA
Overall Placement Location:
Parking expansion /paving, paving starting from Dividend and going to the 2nd island
(center curb)
Sample Location:
Northwest corner curb, 2' south, 2' east
REPORT OF TEST
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
Cylinder
Marked
Date
Set No.
Tested
6 1
01/20/2010
6 2
02/10/2010
6 3
02/10/2010
Concrete Compressive Cylinder 6" x 12"
Maximum
Age Diameter Area Load
(days) (in) (in') (lbs)
7 6.00 28.27 131,320
28
28
6 4 03/10/2010 56
Compressive
Strength
(psi)
4,640
6.00 28.27 151,730 5,370
6.00 28.27 166,350 5,880
Average 5,620
Fracture
Type
Type 5
Type 2
Type 2
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.
(KW /KW)
Page 11 of 12
[ILI
D
Type 1
Type 2
Type 3 Type 4
Type 5
Type 6
Fracture
Type
Type 5
Type 2
Type 2
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.
(KW /KW)
Page 11 of 12
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
Report of Concrete Compressive Strength Test
went: uuKe Gonstructjon, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254 -2936
Report No.: 366256
Project No.: 0915747
Date of Service: 01/13/2010
Report Date: 02/11/2010
Project: Samsung -Point West VII Parking Lot Expansion
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.
Remarks: Results to superintendent.
Technician: Henry Nichols Started: 04:30am Finished
Report Distribution:
Ong: Duke Construction, LP (Dallas, TX)
Attn: Ms. Ashley Hair (1 -ec copy)
1 -ec Duke Construction, LP Attn: Mr. Andy (Maverick) Otten
1 -ec Rone Project Manager Attn: Mr. K. Scott Watson AET
1 -ec City of Coppell Attn: Mr. Lee Stone
01:30pm 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.
(KW /KW)
Page 12 of 12