Willow Park-LR120206 Rone 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: JR Rose Development Companies Report No.: 404980
2209 Cameron Crossing Project No.: 1116815
Grapevine, TX 76051
Date of Service: 01/07/2012
Report Date: 02/06/2012
Project: Willow Park Townhomes -
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.: 1043 Measured
Concrete Supplier: Southern Star Placement Date: 01/07/2012 Slump
Plant: 110 Weather Conditions: Clear (inches)
Specification Requirements Time Sampled: 01:45pm Batch time: 12:48pm 4.25
Strength: 3,000 psi @ 28 days Temperature - Air: 50 °F Concrete: 69 °F
Slump (in.): 3" - 5" Truck No: 7089 Ticket No: 1961901
Air ( %): 3% - 6% Air Content: 6.0% Unit Weight (pcf): NA
Test Method: ASTM C -172 Overall Placement Location:
ASTM C -31 (except 10.1.2) Sidewalk, Coppell Road, Lot 6 to Lot 28
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138 Sample Location:
ASTM C -1231 Northeast corner of Lot 6
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 01/14/2012 7 5.99 28.18 101,040 3,590 Type 2
_
1 3 02/04/2012 28 5.99 28.18 132,080 ' 4 Type 2
Average 4,620
ME1 P'ij :_I1r "� ,;;-----)-)
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Remarks: Water added at site: 9 gallons .�^'�� , ' � �� `� t� ,.
Technician: Ramiro Ramirez Rone Engineering
See Report 404947 for technician time
Report Distribution:
Orig: JR Rose Development Companies (Grapevine, TX) .fc •_ ., q
Attn: Mr. Jason Rose (1 -ec copy)
1 -ec Rone Project Manager Attn: Mr. Jason Creasy AET Jason Creasy, AET
1 -ec City of Coppell Attn: Mr. Mike Garza `
Project Manager
LIMITATIONS: The test results presented herein were pr ared 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 /JC)
Page 1 of 1
8908 Ambassador Row, Dallas, TX 75247
Rone 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: JR Rose Development Companies Report No.: 404947
2209 Cameron Crossing Project No.: 1116815
Grapevine, TX 76051
Date of Service: 01/07/2012
Report Date: 02/06/2012
Project: Willow Park Townhomes -
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: Southern Star Placement Date: 01/07/2012 Slump
Plant: 110 Weather Conditions: Clear (inches)
Specification Requirements Time Sampled: 11:25am Batch time: 11:08am 5.0
Strength: 4,000 psi @ 28 days Temperature - Air: 50 °F Concrete: 66 °F
Slump (in.): 3" - 5" Truck No: 6237 Ticket No: 1961817
Air ( %): 3% - 6% Air Content: 3.5% Unit Weight (pcf): NA
Test Method: ASTM C -172 Overall Placement Location:
ASTM C -31 (except 10.1.2) DaVinci Court from Station 0 +30 to 2 +24.46 at center and Rembrandt Court, Station
ASTM C -143 0 +30 to 2 +06.18 at center
ASTM C -231
ASTM C -1064
ASTM C -138 Sample Location:
ASTM C -1231 Rembrandt Court, 35' from Station 2 +06.18
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
5 1 01/14/2012 7 5.99 28.18 133,220 4,730 Type 2
5 2 02/04/2012 28 5.99 28.18 163,120 OM Type 2
5 3 02/04/2012 28 5.99 28.18 161,010 . y115 Type 2
m _. ii Average 5,750
�� L�7 I .
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 f i
Technician: Ramiro Ramirez Started: 04:15am Finished: 02:45pm Rone Engineering
Report Distribution:
Orig: JR Rose Development Companies (Grapevine, TX)
Attn: Mr. Jason Rose (1 -ec copy) _ ___
1 -ec Rone Project Manager Attn: Mr. Jason Creasy AET
1 -ec City of Coppell Attn: Mr. Mike Garza Jason Creasy, AET
) iO ? "1 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 /JC)
Page 5 of 5
8908 Ambassador Row, Dallas, TX 75247
Rone 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: JR Rose Development Companies Report No.: 404947
2209 Cameron Crossing Project No.: 1116815
Grapevine, TX 76051
Date of Service: 01/07/2012
Report Date: 02/06/2012
Project: Willow Park Townhomes -
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: Southern Star Placement Date: 01/07/2012 Slump
Plant: 110 Weather Conditions: Clear (inches)
Specification Requirements Time Sampled: 10:10am Batch time: 09:45am 5.0
Strength: 4,000 psi @ 28 days Temperature - Air: 49 °F Concrete: 65 °F
Slump (in.): 3" 5" Truck No: 5018 Ticket No: 1961698
Air ( %): 3% - 6% Air Content: 3.9% Unit Weight (pcf): NA
Test Method: ASTM C -172 Overall Placement Location:
ASTM C -31 (except 10.1.2) DaVinci Court from Station 0 +30 to 2 +24.46 at center and Rembrandt Court, Station
ASTM C -143 0 +30 to 2 +06.18 at center
ASTM C -231
ASTM C -1064
ASTM C -138 Sample Location:
ASTM C -1231 Rembrandt Court, Station 0 +40
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
4 1 01/14/2012 7 5.99 28.18 135,390 4,800 Type 6
4 2 02/04/2012 28 5.99 28.18 149,880 5 Type 2
4 3 02/04/2012 28 5.99 28.18 144,410 ; 5,120 Type 2
Average 5,220
mN ad
Type 1 Type 2 Type 3 Type 4 Type 5 /"" fjrpe 6
Remarks: Water added at site: 5 gallons
/
0//lig
•
•
•
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 /JC)
Page 4 of 5
Rone 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: JR Rose Development Companies Report No.: 404947
2209 Cameron Crossing Project No.: 1116815
Grapevine, TX 76051
Date of Service: 01/07/2012
Report Date: 02/06/2012
Project: Willow Park Townhomes -
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: Southern Star Placement Date: 01/07/2012 Slump
Plant: 110 Weather Conditions: Clear (inches)
Specification Requirements Time Sampled: 07:40am Batch time: 07:26am 5.0
Strength: 4,000 psi @ 28 days Temperature - Air: 45 °F Concrete: 62 °F
Slump (in.): 3" - 5" Truck No: 6237 Ticket No: 1961504
Air ( %): 3% - 6% Air Content: 3.8% Unit Weight (pcf): NA
Test Method: ASTM C -172 Overall Placement Location:
ASTM C -31 (except 10.1.2) DaVinci Court from Station 0 +30 to 2 +24.46 at center and Rembrandt Court, Station
ASTM C -143 0 +30 to 2 +06.18 at center
ASTM C -231
ASTM C -1064
ASTM C -138 Sample Location:
ASTM C -1231 DaVinci Court, 30' west from Station 2 +24.46
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
3 1 01/14/2012 7 5.99 28.18 115,510 4,100 Type 2
3 2 02/04/2012 28 5.99 28.18 147,820 5,250 Type 6
3 3 02/04/2012 28 5.99 28.18 148,370 5,270 Type 5
Average 5,260
lx111 Igli IN -- / i E ,
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
•
Remarks: Water added at site 5 gallons ! )02,/ .. .,, , ,
/ :,. (7, ., 1,,
., / 1\1 e
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 /JC)
Page 3 of 5
Rone 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: JR Rose Development Companies Report No.: 404947
2209 Cameron Crossing Project No.: 1116815
Grapevine, TX 76051
Date of Service: 01/07/2012
Report Date: 02/06/2012
Project: Willow Park Townhomes -
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: Southern Star Placement Date: 01/07/2012 Slump
Plant: 110 Weather Conditions: Clear (inches)
Specification Requirements Time Sampled: 06:10am Batch time: 05:45am 3.25
Strength: 4,000 psi @ 28 days Temperature - Air: 44 °F Concrete: 58 °F
Slump (in.): 3" - 5" Truck No: 6232 Ticket No: 1961414
Air ( %): 3% - 6% Air Content: 4.5% Unit Weight (pcf): NA
Test Method: ASTM C -172 Overall Placement Location:
ASTM C -31 (except 10.1.2) DaVinci Court from Station 0 +30 to 2 +24.46 at center and Rembrandt Court, Station
ASTM C -143 0 +30 to 2 +06.18 at center
ASTM C -231
ASTM C -1064
ASTM C -138 Sample Location:
ASTM C -1231 DaVinci Court, Station 1 +80
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 01/14/2012 7 5.99 28.18 101,740 3,610 Type 2
2 2 02/04/2012 28 5.99 28.18 128,480 4,560 Type 6
2 3 02/04/2012 28 5.99 28.18 123,210 4,370 Type 5
lI Average 4,470
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 '` A
Remarks: Water added at site: 10 gallons v 1 I /v/
3 ( !
I I
f." t
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 /JC)
Page 2 of 5
8908 Ambassador Row, Dallas, TX 75247
Rone Engineering n 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: JR Rose Development Companies Report No.: 404947
2209 Cameron Crossing Project No.: 1116815
Grapevine, TX 76051
Date of Service: 01/07/2012
Report Date: 02/06/2012
Project: Willow Park Townhomes -
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: Southern Star Placement Date: 01/07/2012 Slump
Plant: 110 Weather Conditions: Clear (inches)
Specification Requirements Time Sampled: 05:10am Batch time: 04:45am 3.75
Strength: 4,000 psi @ 28 days Temperature - Air: 50 °F Concrete: 60 °F
Slump (in.): 3" 5" Truck No: 5018 Ticket No: 1961392
Air ( %): 3% - 6% Air Content: 5.0% Unit Weight (pcf): NA
Test Method: ASTM C -172 Overall Placement Location:
ASTM C -31 (except 10.1.2) DaVinci Court from Station 0 +30 to 2 +24.46 at center and Rembrandt Court, Station
ASTM C -143 0 +30 to 2 +06.18 at center
ASTM C -231
ASTM C -1064
ASTM C -138 Sample Location:
ASTM C -1231 DaVinci Court, Station 0 +40
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 01/14/2012 7 5.99 28.18 114,610 4,070 Type 5
1 2 02/04/2012 28 5.99 28.18 162,810 5,700 Type 5
L.
1 3 02/04/2012 28 5.99 28.18 161,650 5 _.--!-- 7,,49, Type 2
Average 5,760
1 _.0 �,,.
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 lieleo,‘--e,
Remarks: Water added at site: 10 gallons ° �
/-; 1(
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 /JC)
Page 1 of 5