Kountry Donuts-LR080910
Rone En===
Client:
Mrs. Shawna Kim
1403 Savoy Ct
Colleyvi TX 76034
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrlch. Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 331886
Project No.: 0814449
Date of Service: 09/02/2008
Report Date: 09/10/2008
proj Kountry D ts
Cop pel exas
: 0 . 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 Bros.
Plant: 01
Specification Requirements
Strength: 3,000 psi @ 28 days
Slump (in.): 5" maximum
Air (%): 3% - 6%
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
Cylinder
Marked
Set No.
- -
1 1
Date
Tested
09/09/200
Diameter
(In)
5.99
1 2
1 3
1
4
10/28/2008
56
~Cj ~Q] [ill E;] DO D
Type 1
Type 2 Type 3 Type 4
Type 5
PROJECT DATA
Mix Design I.D.: PD35
Placement Date: 09/02/2008
Weather Conditions: Mostly cloudy
Time Sampled: 10:45am Batch time: 09:10am
Temperature - Air: 870F Concrete: 840F
Truck No: 104 Ticket No: 104513
Air Content: 3.9% Unit Weight (pet): NA
Overall Placement Location:
Paving, 25' east, 10' south from southeast corner of building
Measured
Slump
(inches)
4.0
Sample Location:
Same as above
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Maximum
Type 6
racture
Type
Type2
Area
(In")
28.18
I
Started: 08:45am Finished: 12:15pm
Technician: Travis Alverez
Report Distribution:
Ori9: Mrs. Shawna Kim (Colleyville, TX) (1-cc copy)
1-ec Cooper General Contractors Attn: Mr. Bill Cawley
1-ec Rone Project Manager Attn: Mr. Gary Dry
1-ec City of Coppel! Attn: Mr. Larry Davis
1-ec City of Coppel! Attn: Mr. Lee Stone
Rone Engineering
~. 'tJ. U,
Gary Dry SET
Project Manager
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 p&r&ons 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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