Chateaus-LR081029
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.: 331886
Project No.: 0814449
Date of Service: 09/02/2008
Report Date: 10/29/2008
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 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
PROJECT DATA
Mix Design 1.0.: 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
Sample Location:
Same as above
REPORT OF TESTS
Measured
Slump
(inches)
4.0
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength
Set No. Tested (days) (in) (in') (Ibs) (psi)
1 1 09/09/2008 7 5.99 28.18 67,280 2,390
1 2 09/30/2008 28 6.00 28.27 84,990 3,010
1 3 09/30/2008 28 6.00 28.27 77,630 2,750
Average G~~
4 10/28/2008 56 5.99 28.18 93,930
~E3 ~[J rn] bJ DO D * Does not comply with specified strength
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Technician: Travis Alverez
Report Distribution:
Orig: Mrs. Shawna Kim (Colleyville, TX) (1-cc copy)
1-ec Cooper General Contractors Altn: Mr. Bill Cawley
1-ec Rone Project Manager Altn: Mr. K. Scolt Watson AET
1-ec City of Coppell Altn: Mr. Lee Stone
1-ec City of Coppell Altn: Mr. Larry Davis
Started: 08:45am Finished: 12:15pm
Rone Engineering
P-~
Fracture
Type
Type2
Type5
Type2
Type5
~
K. Scott Watson, AET
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/CL) Page 1 of 1
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
Client:
336602
0814523
CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
PlanorTX 4
Date of Service: 10/21/2008
Report Date: 10/29/2008
Project: Chatyaus of Coppell .
Services: ObtaiJ samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
sampl~s back to the laboratory for curing and testing in accordance with applicable standards.
\ .
PROJECT DATA
Report No.:
Project No.:
Contractor:
Concrete Supplier: LMC
Plant: 3
Specification Requirements
Strength: 4,200 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
Mix Design I.D.: 1701
Placement Date: 10/21/2008
Weather Conditions: Partly cloudy" sunny
Time Sampled: 03:28pm Batch time: 02:23pm
Temperature - Air: 930F Concrete: 850F
Truck No: 5022 Ticket No: 3257657
Air Content: NA Unit Weight (pet): NA
Overall Placement Location:
Inlet curbs, Chalais Court, right. Station -5+23, left and right, Station 12+62 and inlet
tops at Montebello (cont below)
Measured
Slump
(inches)
2.0
Sample Location:
Same as above
REPORT OF TESTS
Cylinder
Marked Date
Set No. Tested
1 1 10/28/2008
1 2 11/18/2008
1 3 11/18/2008
4 12/16/2008
Age
(days)
7
Diameter
(in)
5.99
28
28
56
~E3 ~Q;J ITa E;] DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
112,320
Compressive
Fracture
Type
Type3
Area
(in')
28.18
Type 6
/q/~
II /IP Iz~() ~
Remarks: Cont: Drive, right, Station 1+09 and left, Station -12+90
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.
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