Kountry Donuts-LR080717
Rone En:~
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Client: Mrs. Shawna Kim Report No.: 326511
1403 Savoy Ct Project No.: 0814449
Colleyville, ,T I
unky Donuts ~j' Ie 7' t J) 'tl ;;:0: ~:l::ice: ~~;~~~~~:
Coppell, Tex r I It ~ D
es: Obtain s s of fresh concrete at the placement locations, perform required testing, cast compressive
back to the laboratory for curing and testing in accordance with applicable standards.
Contractor: Cooper General Contractors
Concrete Supplier: Nelson Brothers
Plant: 1
Specification Requirements
Strength: 3,000 psi @ 28 days
Slump (in.): 5" maximum
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
PROJECT DATA
Mix Design 1.0.: PD35
Placement Date: 07/03/2008
Weather Conditions: Partly cloudy
Time Sampled: 12:40pm Batch time: 11 :51am
Temperature - Air: 900F Concrete: 900F
Truck No: 111 Ticket No: 102779
Air Content: 1.3% Unit Weight (pct): NA
Overall Placement Location:
Paving, parking lot north section
Measured
Slump
(inches)
5.0
Sample Location:
North parking lot 30' north, 10' east of northwest corner of building slab
REPORT OF TESTS
Cylinder
Marked Date
Set No. Tested
1 1 07/10/2008
1 2 07/31/2008
1 3 07/31/2008
4 08/28/2008
e;
Diameter
(in)
6.00
28
56
0r3 ~~ ~ E;J DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
94,350
Fracture
Type
Type2
Area
(in')
28.27
Type 6
LIMITATIONS: The test resuRs 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.
(GD/GD) Page 1 of 3
Rone Engineering
.
Client:
Mrs. Shawna Kim
1403 Savoy Ct
Colleyville, TX 76034
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.: 326511
Project No.: 0814449
Date of Service: 07/03/2008
Report Date: 07/17/2008
Project: Kountry Donuts
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: Cooper General Contractors
Concrete Supplier: Nelson Brothers
Plant: 1
Specification Requirements
Strength: 3,000 psi @ 28 days
Slump (in.): 5" maximum
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
PROJECT DATA
Mix Design 1.0.: PD35
Placement Date: 07/03/2008
Weather Conditions: Partly cloudy
Time Sampled: 03:25pm Batch time: 02:55pm
Temperature - Air: 900F Concrete: 900F
Truck No: 111 Ticket No: 102779
Air Content: 1.7% Unit Weight (pet): NA
Overall Placement Location:
Paving, parking lot north section
Measured
Slump
(inches)
5.0
Sample Location:
North parking lot 35' east, 5' north of northeast corner of building slab
REPORT OF TESTS
Technician: Pat Parks Started: 12:30pm
Report Distribution:
Orig: Mrs. Shawna Kim (Colleyville, TX) (1-cc copy)
1-ec Cooper General Contractors AUn: Mr. Bill Cawley
1-ec Rone Project Manager AUn: Mr. Gary Dry
1-ec City of Coppell AUn: Mr. Larry Davis
1-ec City of Coppell Attn: Mr. Lee Stone
Cylinder
Marked Date
Set No. Tested
2 1 07/10/2008
2 2 07/31/2008
2 3 07/31/2008
2 4 08/28/2008
*
28
28
Diameter
(in)
6.00
56
~~ ~~ 5I] [] DO D
Type 1
Type 2
Type 3 Type 4
Type 5
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
91,470
Compressive
Strength
~
C?
Fracture
Type
Type5
Area
(in')
28.27
Type 6
Finished: 04:15pm
Rone Engineering
~vu. u,
Gary Dry SET
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.
(GD/GD) Page 3 of 3