Kountry Donuts-LR080924
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.: 333223
Project No.: 0814449
Date of Service: 09/16/2008
Report Date: 09/24/2008
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.): 3" - 5"
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: 09/16/2008
Weather Conditions: Clear, sunny
Time Sampled: 03:10pm Batch time: 02:00pm
Temperature - Air: 930F Concrete: 890F
Truck No: 106 Ticl<et No: 104868
Air Content: NA t (pet): NA
Overall Placement Locatio
See report #333222
Measured
Slump
(inches)
5.75
Sample Location:
Same as above
REPORT OF TESTS
Rone Engineering
See Report 333222 for technician time~~
Report Distribution:
Orig: Mrs. Shawna Kim (Colleyville, TX) (1-cc copy)
1-ec Cooper General Contractors Attn: Mr. Bill Cawley .. . .
1-ec R~ne Project Manager Attn: Mr. K. Scott Watson AET K. Scott Watson, AET
1-ec City of Coppell Attn: Mr. Lee Stone Project Manager
1-ec City of Coppell Attn: Mr. Larry Davis
Cylinder
Marked Date Age
Set No. Tested (days)
1 1 09/23/2008 7
1 2 10/14/2008 28
1 3 10/14/2008 28
4 11/11/2008 56
Diameter
(In)
6.00
~E3 ~Q] [ill] ~ DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Technician: Homer Gonzalez
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
87,120
Compressive
Strength
(psi)
3,080
Area
(ln2)
28.27
Fracture
Type
Type2
Type 6
;'lie /c//~;%J~
t!
~
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.
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