Kountry Donuts-LR080801
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: 08/01/2008
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: 12:40pm Batch time: 11 :51 am
Temperature - Air: 900F Concrete: 900F
Truck No: 111 Ticket No: 102779
Air Content: 1.3% Unit Weight (pet): 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
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 07/10/2008 7 6.00 28.27 94,350 3,340 Type2
2 07/31/2008 28 5.99 28.18 106,680 3,790 Type3
3 07/31/2008 28 5.99 28.18 109,250 ~ Type2
Average ,830
1 4 08/28/2008 56
~~ [g]~ [ill LS] DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Type 6
..
rllCY
LIMIT A 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 wijhout the written approval of Rone Engineering Services. Ltd.
(GD/eL) Page 1 of 3
Rone EnQ.ineering
--
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
Client:
Mrs. Shawna Kim
1403 Savoy Ct
Colleyville, TX 76034
<~
.;- ? "
Report of Concrete Compressive Strength Test
326511
Project No.: 0814449
Date of Service: 07/03/2008
Report Date: 08/01/2008
Report No.:
Project:
/"
K 'try Donuts
-appell, Texas
btain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
amples back to the laboratory for curing and testing in accordance with applicable standards.
.--/
Services:
Remarks: Water added at site: 20 gallons
LIMITATIONS: The test resu~s 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.
(GO/eL) Page 2 of 3
Rone En===
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 Freldrich, 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: 08/01/2008
Project:
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 I.D.: 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: 2
Air Content: 1.7% Unit Wei p
Overall Placement Location:
Paving, parking lot north section
Measured
Slump
(inches)
5.0
1'" e
Sample Location:
North parking lot 35' east, 5' north of northeast cor er of building sl "
'~ t; '1
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 07/10/2008 7 6.00 28.27 91,470 3,240 Type5
2 2 07/31/2008 28 5.99 28.18 104,280 3,700 Type2
2 3 07/31/2008 28 5.99 28.18 114,410 C Type2
Average ,880
2 4 08/28/2008 56
0t:J ~Q] 5l] 5] DCl D
Type 1
Type 2 Type 3 Type 4
Type 5
Type 6
Finished: 04:15pm
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 Alln: Mr. Larry Davis
1-ec City of Coppell Alln: Mr. Lee Stone
Rone Engineering
~ '0. 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/eL) Page 3 of 3