Kyra Court-LR160815 (3)75247
Ro n e Engineering Texas 8908 Ambassador Row, Dallas, Engineering Firm Registration, No.o. F-1572-1572
Corporate Phone: (214) 630-9745
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Report of Concrete Compressive Strength Test
Client: JRose Architects Report No.: 14163323
2104 Cosmos Way Project No.: 1520637
Argyle, TX 76226 b
Date of Service: 08/15/2016
Report Date: 09/13/2016
Project: Kyra
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. b
Contractor:
Concrete Supplier:
Argos
Plant:
123
Specification Requirements
Strength:
4,000 psi @ 28 days
Slump (in.):
3" - 5"
Air (%):
3-6%
Test Method:
ASTM C-172
(psi)
ASTM C-31 (except 10.1.2)
12.57
ASTM C-143
4,470
ASTM C-231
12.57
ASTM C-1064
5,310
ASTM C-138
12.57
ASTM C-1231
5,150
A4TkA (--qQ
Cylinder
Marked Date Age
Set No. Tested (days)
3 1 08/22/2016 7
3 2 09/12/2016 28
3 3 09/12/2016 28
3 4 09/12/2016 28
PROJECT DATA
Mix Design I.D.: 1083
Placement Date: 08/15/2016
Weather Conditions: Cloudy
Time Sampled: 10:27am Batch time: 09:39am
Temperature -Air: 76°F Concrete: 86°F
Truck No: 3339 Ticket No: 10900640
Air Content: 3.0% Unit Weight (pcf): NA
Overall Placement Location:
Paving, Kyra Court, Station 0+00 to 7+00, center line to curb
Sample Location:
Station 3+30, 10' south of center line
REPORT OF TESTS
Concrete Compressive Cylinder 4" x 8"
Maximum
Compressive
Diameter
Area
Load
Strength
(in)
in=
(Ibs)
(psi)
4.00
12.57
56,190
4,470
4.00
12.57
66,750
5,310
4.00
12.57
64,670
5,150
4.00
12.57
70,830
5,640
Average
5,360
Meafwed
Slump
(inches)
3.0
Fracture
Type
Type 4
Type
Type 4
Type 4
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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.
(JC/JC)
Page 5 of 8
b'�
75247
Ron E n 1'1 aori ng 8908 Ambassador Row, Dallas, -1572
Texas Engineering Firm Registration, No.o. F-1572
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Client: JRose Architects Report No.: 14163323
2104 Cosmos Way Project No.: 1520637 y'
Argyle, TX 76226
Date of Service: 08/15/2016
Report Date: 09/13/2016
Project: Kyra
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.
REPORT OF TESTS
Concrete Compressive Cylinder 4" x 8"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength FractugO
Set No. Tested (days) (in) (in=) (lbs) (psi:) Type
3 5 HOLD
RF171
R[�
[U
R
F][]
7
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
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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.
(JC/JC) Page 6 of 8
9
8908 Ambassador Row, Dallas, TX 75247
Rn Engineering Texas Engineering Firm Registration, No. -F-1572
Corporate Phone: (214) %--,9745
Report of Concrete Compressive Strength Test
Client: JRose Architects Report No.: 14163323
2104 Cosmos Way Project No.: 1520637
Argyle, TX 76226
Date of Service: 08/15/2016
Report Date: 09/13/2016
Project: Kyra
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:
Mix Design I.D.: 1083
Measured
Concrete Supplier:
Argos
Placement Date: 08/15/2016
Slump
Plant:
123
Weather Conditions: Cloudy
(inches)
Specification Requirements
Time Sampled: 11:51am
Batch time: 10:14am
4.0
Strength:
4,000 psi @ 28 days
Temperature - Air: 78°F
Concrete: 85°F
Slump (in.):
3" - 5"
Truck No: 3552
Ticket No: 10900647
Air (%):
3-6%
Air Content: 3.0%
Unit Weight (pcf): NA
Test Method:
ASTM C-172
Overall Placement Location:
ASTM C-31 (except 10.1.2)
Paving, Kyra Court, Station 0+00 to 7+00, center line to curb
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
Sample Location:
ASTM C-1231
Station 1+60, 5' north of center line
A.gTKA (3Q
REPORT OF TESTS
4
Concrete Compressive Cylinder 4" x 8"
b -LL
Cylinder
Maximum
Compressive
Marked
Date Age
Diameter Area Load
Strength
Fracture
Set No.
Tested (days)
(in) int (Ibs)
(psi)
Type
4 1
08/22/2016 7
4.00 12.57 52,210
4,150
Type 4'
4 2
09/12/2016 28
4.00 12.57 63,200
5,030
Type 4
4 3
09/12/2016 28
4.00 12.57 60,450
4,810
Type 3
4 4
09/12/2016 28
4.00 12.57 59,720
4,750
Type 4
Average
4,860
tram
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.
Err./ M
Page 7 of 8 y~'V
Ione Engineering
0
8908 Ambassador Row, Dallas, TX 75247
Texas Engineering Firm Registration, No. F-1572
Corporate Phone: (214)-'9745
Report of Concrete Compressive Strength Test
Client: JRose Architects Report No.: 14163323
2104 Cosmos Way Project No.: 1520637
Argyle, TX 76226
Date of Service: 08/15/2016
Report Date: 09/13/2016
Project: Kyra
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.
REPORT OF TESTS
Concrete Compressive Cylinder 4" x 8"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in') (lbs) (psi) Type
4 5 HOLD
MIN1171
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Technician: Raul Boisjoli Started: 06:30am Finished: 02:15pm Rone Engineering
Report Distribution:
Orig: JRose Architects (Argyle, TX) Attn: Mr. Jason Rose
(1-ec copy)
1-ec Rone Engineering Project Managers
Attn: Mr. Jason Creasy, CET
Jason Creasy, CET
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.
(JC/JC) Page 8 of 8
Ro n e Engineering
b�
8908 Ambassador Row, Dallas, TX 75247
Texas Engineering Firm Registration, -1572
Corporate Phone: (214)) 630-9745
Report of Concrete Compressive Strength Test
Client: JRose Architects
Report No.: 14163323
2104 Cosmos Way
Project No.: 1520637 ,
Argyle, TX 76226
Date of Service: 08/15/2016 b.
2 1 08/22/2016 7 4.00 12.57 54,330
Report Date: 09/13/2016
Project: Kyra
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:
Mix Design I.D.: 1083 Measured
Concrete Supplier: Argos
Placement Date: 08/15/2016 Slur
(inches)
Plant: 123
Weather Conditions: Rain
Specification Requirements
Time Sampled: 09:57am Batch time: 08:48am 4.5
Strength: 4,000 psi @ 28 days
Temperature -Air: 76°F Concrete: 86°F
Slump (in.): 3" - 5"
Truck No: 1000 Ticket No: 12401734
Air (%): 3-6%
Air Content: 1.5% Unit Weight (pcf): NA b .
Test Method: ASTM C-172
Overall Placement Location:
ASTM C-31 (except 10.1.2)
Paving, Kyra Court, Station 0+00 to 7+00, center line to curb
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
Sample Location: b
ASTM C-1231
Station 5+10, 5' north of center line
OCTAA r. -IQ
REPORT OF TESTS
Concrete Compressive Cylinder 4" x 8"
5,420
Cylinder Maximum
Compressive b'
Marked Date Age Diameter Area Load
Strength Fracture
Set No. Tested (days) (in) int (lbs)
(psi) Type
2 1 08/22/2016 7 4.00 12.57 54,330
4,320 Type 4
2 2 09/12/2016 28 4.00 12.57 68,080
5,420
Type 3
2 3 09/12/2016 28 4.00 12.57 66,020
5,250
Type 3
2 4 09/12/2016 28 4.00 12.57 64,160
5,110
Type 3
Average
5,260
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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.
(JC/JC)
Page 3 of 8
b'`�
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8908 Ambassador Row, Dallas, TX 75247
Texas Engineering Firm Registration, No. F-1572Rone Engineering
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Client: JRose Architects Report No.: 14163323
2104 Cosmos Way Project No.: 1520637
Argyle, TX 76226
Date of Service: 08/15/2016 *-"!e
Report Date: 09/13/2016
Project: Kyra
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.
REPORT OF TESTS
Concrete Compressive Cylinder 4" x 8"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in=) (lbs) (psi) Type-
2 5 HOLD
RF9
RE
M
R
F111
7
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
b0*
h -V
9�
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.
(JC/JC)
Page 4 of 8
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quauw-
(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 repoAre
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.
(JC/JC)
Page 1 of 8
004
8908 Ambassador Row, Dallas, 75247
Engineering
Texas Engineering Firm Registration, -1572RVne
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strengthfest
Client: JRose Architects
Report No.: 14163323
2104 Cosmos Way
Project No.: 1520637
Argyle, TX 76226
Date of Service: 08/15/2016
Report Date: 09/13/2016
Project: Kyra
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.
b
PROJECT DATA
Contractor:
Mix Design I.D.: 1083 Measured
Concrete Supplier: Argos
Placement Date: 08/15/2016 Slump
Plant: 123
Weather Conditions: Rain (Inchfs)
Specification Requirements
Time Sampled: 07:44am Batch time: 07:00am 4.0
Strength: 4,000 psi @ 28 days
Temperature - Air: 76°F Concrete: 85°F
Slump (in.): 3" - 5"
Truck No: 7102 Ticket No: 12302019
Air (%): 3-6%
Air Content: 1.3% Unit Weight (pcf): NA
Test Method: ASTM C-172
Overall Placement Location:
ASTM C-31 (except 10.1.2) Paving, Kyra Court, Station 0+00 to 7+00, center line to curb
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
Sample Location:
ASTM C-1231
Station 6+70, 5' north of centerline
n.qTnn r. -'AQ
REPORT OF TESTS
Concrete Compressive Cylinder 4" x 8"
Cylinder
Maximum Compressive
Marked Date Age
Diameter Area Load Strength Fracture*
Set No. Tested (days)
(in) in' (Ibs) (psi) Type
1 1 08/22/2016 7
4.00 12.57 59,430 4,730 Type 3
1 2 09/12/2016 28
4.00 12.57 75,920 6,040 Type 4
1 3 09/12/2016 28
4.00 12.57 70,900 5,640 Type 3�
1 4 09/12/2016 28
4.00 12.57 73,750 5,870 Type
Average 5,850
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quauw-
(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 repoAre
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.
(JC/JC)
Page 1 of 8
004
�,� 8908 Ambassador Row, Dallas, -1572
75247
Texas Engineering Firm Registration, No.o. F-1572
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strengthrest
Client: JRose Architects Report No.: 14163323
2104 Cosmos Way Project No.: 1520637
Argyle, TX 76226
Date of Service: 08/15/2016
Report Date: 09/13/2016 b"
Project: Kyra
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.
REPORT OF TESTS b.
Concrete Compressive Cylinder 4" x 8"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (int) (lbs) (psi) Type
1 5 HOLD '+
RF�71K) ® F
�r�
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
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b�
b�
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quor
(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.
(JC/JC)
Page 2 of 8