Chateaus-LR081216
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrlch, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Client: CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central ParkWay E
Plana, TX 75074
Report No.: 336289
Project No.: 0814523
Date of Service: 10/17/2008
Report Date: 12/16/2008.
Project: Chate s of Coppell
Services: Obtain amples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samplescKto the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength
Set No. Tested (days) (In) (In2) (Ibs) (psi)
1 1 10/24/2008 ; 5.99 28.18 97,950 3,480
1 2 11/14/2008 5.99 28.18 108,470 ~
1 3 11/14/2008 5.99 28.18 112,780
Average 3,930
1 4 12/12/2008 56 5.99 28.18 131,330 4,660
Contractor:
Concrete Supplier: Redi-Mix
Plant: 259
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 3" - 5"
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
[8J~ ~Q;J 5I] [5J DO D
Type 1
Type 2 Type 3' Type 4
Type 5
fill
Mix Design I.D.: 536L 1524
Placement Date: 10/17/2008
Weather Conditions: Clear
Time Sampled: 09:40am
Temperature - Air: 720F
Truck No: 1339
Air Content: 3.5%
Overall Placement Location:
Firelane paving, from north approach on Bethel Road connecting along Montbello Drive
Batch time: 08:58am
Concrete: 710F
Ticket No: 59034644
Unit Weight (pet): NA
Measured
Slump
(inches)
5.5
Sample Location:
15' south, 15' east from north approach on Bethel Road
Fracture
Type
Type2
Type2
Type2
Type 2
Type 6
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.
(ADW/CL) Page 1 of 3
Rone Engineering
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Sle 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Client: CTM-Coppel!, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
Plana, TX 75074
Report No.: 336459
Project No.: 0814523
Date of Service: 10/20/2008
Report Date: 12/16/2008
Project: Chateaus of Cappel!
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.
PROJECT DATA
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 10/27/2008 7 5.99 28.18 108,790 3,860 Type3
1 2 11/17/2008 28 6.00 28.27 134,400 ~ Type2
1 3 11/17/2008 28 6.00 28.27 127,470 ,510 Type2
Average ,630
1 4 12/15/2008 56 5.99 28.18 140,580 4,990 Type 2
r.21~ ~QJ 5l] E;] DO D
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Contractor:
Concrete Supplier: Redi-Mix
Plant: 259
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 3" - 5"
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
Mix Design I.D.: 5364524
Placement Date: 10/20/2008
Weather Conditions: Clear, sunny
Time Sampled: 10:05am Batch time:
Temperature - Air: 750F Concrete: 660F
Truck No: 1375 Ticket No: 59034719
Air Content: 5.1 % Unit Weight (pet): NA
Overall Placement Location:
Paving, south side of Montebello Drive, Station 1 +50 to 2+50 and the north side
entrance, (cont below)
Measured
Slump
(inches)
4.75
Sample Location:
Station 2+30, south side of Montebello Drive
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 3