Chateaus-LR081106
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:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
Piano, TX 75074
Report No.: 335337
Project No.: 0814523
Date of Service: 10/08/2008
Report Date: 11/06/2008
Project:
Servic s: 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:
Concrete Supplier: Redi-Mix
Plant: 259
Specification Requirements
Strength: 3,600 psi @ 28 da
Slump (in.): 4" - 5"
Air (%): 4% - 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 I.D.: 536L 1524
Placement Date: 10/08/2008
Weather Conditions: Clear
Time Sampled: 08:06am
Temperature - Air: 580F
Truck No: 1293
Air Content: 4.3%
Overall Placement Location:
Paving, Station 13+00 to 0+00
Sample Location:
Station 12+16
REPORT OF TESTS
Batch time: 06:53am
Concrete: 790F
Ticket No: 59033970
Unit Weight (pet): NA
Measured
Slump
(inches)
4.5
Date
Tested
10/15/2008
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
108,450
Cylinder
Marked
Set No.
1 1
Age
(days)
7
Diameter
(in)
5.99
2
3
11/05/2008
11/05/2008
28
28
5.99
5.99
4
12/03/2008
56
~E3 ~l9 DJ] bJ DO
Type 1
Type 2
Type 3 Type 4
Type 5
Area
(in2)
28.18
28.18
28.18
132,260
132,600
Compressive
Strength
(psi)
3,850
@6
74,7 _
,700
Fracture
Type
Type2
Type3
Type2
. 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 9
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:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
Piano, TX 75074
Report No.: 335337
Project No.: 0814523
Date of Service: 10/08/2008
Report Date: 11/06/2008
Project: Chateaus of Coppell
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:
Concrete Supplier: Redi-Mix
Plant: 259
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" - 5"
Air (%): 4% - 6%
Test Method: ASTM C-172
ASTM C-31 (except10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
Mix Design I.D.: 536L 1524
Placement Date: 10/08/2008
Weather Conditions: Clear
Time Sampled: 08:56am
Temperature - Air: 590F
Truck No: 1216
Air Content: 5.3%
Overall Placement Location:
Paving, Station 13+00 to 0+00
Batch time: 08:23am
Concrete: 750F
Ticket No: 59033987
Unit Weight (pet): NA
Measured
Slump
(inches)
4.0
Sample Location:
Station 10+50
REPORT OF TESTS
l8]EJ ~[g 5IE ~ DO D
Type 1
Type 2 Type 3 Type 4
Type 5
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.
(TM/CL) Page 2 of 9
Rone Engineering
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
Client:
Report of Concrete Compressive Strength Test
CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
Plana, TX 75074
Report No.: 335337
Project No.: 0814523
Date of Service: 10/08/2008
Report Date: 11/06/2008
Project: Chateaus of Coppell
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.
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength
Set No. Tested (days) (in) (in') (Ibs) (psi)
4 1 10/15/2008 7 5.99 28.18 104,940 3,720
4 2 11/05/2008 28 5.99 28.18 139,280 4,940
4 3 11/05/2008 28 5.99 28.18 134,590 4,780
Average 4,860
4 4 12/03/2008 56
Contractor:
Concrete Supplier: Redi-Mix
Plant: 259
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" - 5"
Air (%): 4% - 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
0t3 ~[g DJ] [] DO D
Type 1
Type 2 Type 3 Type 4
Type 5
PROJECT DATA
Mix Design I.D.: 536L 1524
Placement Date: 10/08/2008
Weather Conditions: Clear
Time Sampled: 11 :07am
Temperature - Air: 750F
Truck No: 1286
Air Content: 4.4%
Overall Placement Location:
Paving, Station 13+00 to 0+00
Batch time: 10:21am
Concrete: 800F
Ticket No: 59034014
Unit Weight (pet): NA
Measured
Slump
(inches)
3.0
Sample Location:
Station 7+00
Fracture
Type
Type2
Type5
Type4
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, Lid.
(TM/CL) Page 4 of 9
Rone Engineering
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
Client:
Report of Concrete Compressive Strength Test
CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
Piano, TX 75074
Report No.: 335337
Project No.: 0814523
Date of Service: 10/08/2008
Report Date: 11/06/2008
Project: Chateaus of Coppell
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:
Concrete Supplier: Redi-Mix
Plant: 259
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" - 5"
Air (%): 4% - 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 I.D.: 536L 1524
Placement Date: 10/08/2008
Weather Conditions: Clear
Time Sampled: 10:04am
Temperature - Air: 690F
Truck No: 1388
Air Content: 4.7%
Overall Placement Location:
Paving, Station 13+00 to 0+00
Batch time: 09:23am
Concrete: 800F
Ticket No: 59034000
Unit Weight (pet): NA
Measured
Slump
(inches)
3.5
Sample Location:
Station 9+18
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
3 1 10/15/2008 7 5.99 28.18 106,110 3,770 Type2
3 2 11/05/2008 28 5.99 28.18 134,030 4,760 Type3
3 3 11/05/2008 28 5.99 28.18 127,810 4,540 Type2
Average 4,650
3 4 12/03/2008 56
~~ ~[g 5ru L;] DO D
Type 1
Type 2 Type 3 Type 4
Type 5
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, Lid.
(TM/CL) Page 3 of 9
Rone Engineering
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
CTM-Coppell, LLC c/o Lenart Development Co., LLC Report No.: 335337
520 Central Parkway E Project No.: 0814523
Plana, TX 75074
Date of Service: 10/08/2008
Report Date: 11/06/2008
Client:
Project: Chateaus of Coppell
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:
Concrete Supplier: Redi-Mix
Plant: 259
Specification Requirements
Strength: 3,~00 psi @ 28 days
Slump (in.): 4" - 5"
Air (%): 4% - 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.: 536L 1524
Placement Date: 10/08/2008
Weather Conditions: Clear
Time Sampled: 11 :45am
Temperature - Air: 790F
Truck No: 1321
Air Content: 4.9%
Overall Placement Location:
Paving, Station 13+00 to 0+00
Batch time: 10:50am
Concrete: 810F
Ticket No: 59034023
Unit Weight (pet): NA
Measured
Slump
(inches)
4.0
Sample Location:
Station 6+80
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) (in2) (Ibs) (psi) Type
5 1 10/15/2008 7 5.99 28.18 99,180 3,520 Type5
5 2 11/05/2008 28 5.99 28.18 121,240 4,300 Type2
5 3 11/05/2008 28 5.99 28.18 125,120 4,440 Type2
Average 4,370
5 4 12/03/2008 56
l8IEJ [}][g DIE bJ DO D
Type 1
Type 2 Type 3 Type 4
Type 5
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.
(TM/CL) Page 6 of 9
Rone Engineering
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
Client:
Report of Concrete Compressive Strength Test
CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
Plana, TX 75074
Report No.: 335337
Project No.: 0814523
Date of Service: 10/08/2008
Report Date: 11/06/2008
Project: Chateaus of Coppell
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:
Concrete Supplier: Redi-Mix
Plant: 259
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" - 5"
Air (%): 4% - 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 I.D.: 536L 1524
Placement Date: 10/08/2008
Weather Conditions: Clear
Time Sampled: 01 :23pm
Temperature - Air: 820F
Truck No: 1387
Air Content: 4.7%
Overall Placement Location:
Paving, Station 13+00 to 0+00
Batch time: 12:24pm
Concrete: 840F
Ticket No: 59034046
Unit Weight (pct): NA
Measured
Slump
(inches)
4.5
Sample Location:
Station 2+60
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) (in2) (Ibs) (psi) Type
6 1 10/15/2008 7 5.99 28.18 98,000 3,480 Type2
6 2 11/05/2008 28 5.99 28.18 113,700 4,030 Type5
6 3 11/05/2008 28 5.99 28.18 115,920 4,110 Type2
Average 4,070
6 4 12/03/2008 56
~tj ~[2j DIE [;J DO D
Type 1
Type 2 Type 3 Type 4
Type 5
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, Lid.
(TM/CL) Page 7 of 9