Chateaus-LR081017
Rone Engineering
.
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
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: 10/17/2008
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 1.0.: 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
Batch time: 06:53am
Concrete: 790F
Ticket No: 59033970
Unit Weight (pet): NA
Measured
Slump
(inches)
4.5
Sample Location:
Station 12+16
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum
Marked Date Age Diameter Area Load
Set No. Tested (days) (in) (in2) (Ibs)
1 1 10/15/2008 7 5.99 28.18 108,450
1 2 11/05/2008 28
1 3 11/05/2008 28
1 4 12/03/2008 56
Fracture
'Type
Type2
~~ ~~ 51] ~ 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/CLl Page 1 of 9
Rone Engineering
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
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: . 10/17/2008
Proje'ct: 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: 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 (pct): NA
Measured
Slump
(inches)
4.0
Sample Location:
Station 10+50
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
2 1 10/15/2008 7 5.99 28:18 108,740 3,860 Type2
2 2 11/05/2008 28
2 3 11/05/2008 28
2 4 12/03/2008 56
~~ ~[g DJ] E;] 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, 5te 600, Houston, TX 77040
4421 Freidrich, 5te 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: 10/17/2008
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
Cylinder
Marked Date
Set No. Tested
3 1 10/15/2008
3 2 11/05/2008
3 3 11/05/2008
3 4 12/03/2008
Age
(days)
7
Diameter
(in)
5.99
28
28
56
0t:J ~[2] 5J] ~ DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
106,110
Compressive
Strength
(psi)
3,770
Fracture
Type
Type2
Area
(in')
28.18
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 3 of 9
Rone Engineering
.
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
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: 10/17/2008
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: 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
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
4 1 10/15/2008 7 5.99 28.18 104,940 3,720 Type2
4 2 11/05/2008 28
4 3 11/05/2008 28
4 4 12/03/2008 56
0E3 ~[g E;] 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 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
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.: 335337
Project No.: 0814523
Date of Service: 10/08/2008
Report Date: 10/17/2008
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.
Remarks: Water added at site: 20 gallons
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 5 of 9
Rone Engineering
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrich, 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: 10/17/2008
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: 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 (pct): 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) (inZ) (Ibs) (psi) Type
5 1 10/15/2008 7 5.99 28.18 99,180 3,5 Type5
5 2 11/05/2008 28
5 3 11/05/2008 28
5 4 12/03/2008 56
r.8JE3 ~~ 5J] tJ 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
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.: 335337
Project No.: 0814523
Date of Service: 10/08/2008
Report Date:. 10/17/2008
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 1.0.: 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 (pet): 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) (inZ) (Ibs) (psi) Type
6 1 10/15/2008 7 5.99 28.18 98,000 3,480 Type2
6 2 11/05/2008 28
6 3 11/05/2008 28
6 4 12/03/2008 56
~r:3 ~~ ~ E;] DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Type 6
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 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/el) Page 7 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
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: 10/17/2008
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.
Remarks: Water added at site: 10 gallons
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 8 of 9
Rone Engineering
.
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
CTM-Coppell, LLC c/o Lenart Development Co., LLC Report No.: 335472
520 Central Parkway E Project No.: 0814523
Plana, TX 75074
Date of Service: 10/09/2008
Report Date: 10/17/2008
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.
PROJECT DATA
Contractor:
Concrete Supplier: Redi-Mix
Plant: 136
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 2" - 4"
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.: 536L 1524
Placement Date: 10/09/2008
Weather Conditions: Clear
Time Sampled: 07:35am
Temperature - Air: 800F
Truck No: 1395
Air Content: 4.1 %
Overall Placement Location:
Bourdeaux Court, Station 3+25 to 1 +45, Corsica Court, Station 2+96.22 to 1 +39 and
(cont below)
Batch time: 07:00am
Concrete: 800F
Ticket No: 13624039
Unit Weight (pet): NA
Measured
Slump
(inches)
3.5
Sample Location:
Bourdeaux Court, Station 3+25
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) (inZ) (Ibs) (psi) ~ Type
1 1 10/16/2008 7 5.99 28.18 123,230 / Type2
2 11/06/2008 28
3 11/06/2008 28
1 4 12/04/2008 56
~t:j ~~ 5I]b] 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 1 of 15
Rone Engineering
"
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
Client:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
Piano, TX 75074
Report No.: 335472
Project No.: 0814523
Date of Service: 10/09/2008
Report Date: 10/17/2008
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.
Remarks: Cont: Montebello Drive, Stations 3+50, 5+25, 7+25, 8+50, 10+50
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 15
Rone Engineering
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
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.: 335472
Project No.: 0814523
Date of Service: 10/09/2008
Report Date: 10/17/2008
. 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.
PROJECT DATA
Contractor:
Concrete Supplier: Redi-Mix
Plant: 136
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 2" - 4"
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 1.0.: 536L 1524
Placement Date: 10/09/2008
Weather Conditions: Clear, sunny
Time Sampled: 09:35am Batch time: 08:44am
Temperature - Air: 800F Concrete: 790F
Truck No: 1293 Ticket No: 59034146
Air Content: 3.9% Unit Weight (pct): NA
Overall Placement Location:
Bourdeaux Court, Station 3+25 to 1 +45, Corsica Court, Station 2+96.22 to 1 +39 and
(cont below)
Measured
Slump
(inches)
3.75
Sample Location:
Bourdeaux Court, Station 1+45
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
2 1 10/16/2008 7 5.99 28.18 94,810 3,360 Type2
2 2 11/06/2008 28
2 3 11/06/2008 28
2 4 12/04/2008 56
~r::J [IE][2] 51] [SJ D 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 3 of 15
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.: 335472
Project No.: 0814523
Date of Service: 10/09/2008
Report Date: 10/17/2008
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.
Remarks: Cont: Montebello Drive, Stations 3+50, 5+25, 7+25, 8+50, 10+50
Water added at site: 5 gallons
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 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 4 of 15
Rone Engineering
..
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report ~f Concrete Compressive Strength Test
Client:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
Plana, TX 75074
Report No.: 335472
Project No.: 0814523
Date of Service: 10/09/2008
Report Date: 10/17/2008
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.
PROJECT DATA
Contractor:
Concrete Supplier: Redi-Mix
Plant: 136
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 2" - 4"
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.: 536L 1524
Placement Date: 10/09/2008
Weather Conditions: Clear, sunny
Time Sampled: 10:55am Batch time: 10:14am
Temperature - Air: 840F Concrete: 800F
Truck No: 1336 Ticket No: 59034162
Air Content: 4.2% Unit Weight (pct): NA
Overall Placement Location:
Bourdeaux Court, Station 3+25 to 1 +45, Corsica Court, Station 2+96.22 to 1 +39 and
(cont below)
Measured
Slump
(inches)
3.75
Sample Location:
Montebello Drive, Station 3+50
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 10/16/2008 7 5.99 28.18 85,880 /,050 Type5
3 2 11/06/2008 28
3 3 11/06/2008 28
3 4 12/04/2008 56
~~ ~[2] ~ EJ 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 5 of 15
Rone Engineering
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
Client:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
Plana, TX 75074
Report No.: 335472
Project No.: 0814523
Date of Service: 10/09/2008
Report Date: 10/17/2008
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. .
Remarks: Cant: Montebello Drive, Stations 3+50, 5+25, 7+25, 8+50, 10+50
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 15
Rone Engineering
.
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
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.: 335472
Project No.: 0814523
Date of Service: 10/09/2008
Report Date: 10/17/2008
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.
PROJECT DATA
Contractor:
Concrete Supplier: Redi-Mix
Plant: 136
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 2" - 4"
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.: 536L 1524
Placement Date: 10/09/2008
Weather Conditions: Clear, sunny
Time Sampled: 12:15pm Batch time: 11:10am
Temperature - Air: 850F Concrete: 820F
Truck No: 1022 Ticket No: 59034174
Air Content: 4.0% Unit Weight (pet): NA
Overall Placement Location:
Bourdeaux Court, Station 3+25 to 1+45, Corsica Court, Station 2+96.22 to 1+39 and
(cont below)
Measured
Slump
(inches)
4.0
Sample Location:
Montebello Drive, 5+25
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strerig~ Fracture
Set No. Tested (days) (in) (in2) (Ibs) (psi) Type
4 1 10/16/2008 7 5.99 28.18 109,470 /,880 Type2
4 2 11/06/2008 28
4 3 11/06/2008 28
4 4 12/04/2008 56
~~ ~~ Dm t;] 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 7 of 15
Rone Engineering
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrich, 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.: 335472
Project No.: 0814523
Date of Service: 10/09/2008
Report Date: 10/17/2008
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.
Remarks: Cant: Montebello Drive, Stations 3+50,5+25,7+25,8+50, 10+50
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 8 of 15
Rene 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.: 335472
Project No.: 0814523
Date of Service: 10/09/2008
Report Date:. 10/17/2008
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.
PROJECT DATA
Contractor:
Concrete Supplier: Redi-Mix
Plant: 136
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 2" - 4"
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.: 536L 1524
Placement Date: 10/09/2008
Weather Conditions: Clear. sunny
Time Sampled: 01 :35pm Batch time: 01 :04pm
Temperature - Air: 880F Concrete: 810F
Truck No: 1180 Ticket No: 59034195
Air Content: 4.8% Unit Weight (pet): NA
Overall Placement Location:
Bourdeaux Cou'rt, Station 3+25 to 1+45, Corsica Court, Station 2+96.22 to 1+39 and
(cont below)
Measured
Slump
(inches)
3.25
Sample Location:
Montebello Drive, Station 7+25
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) (inZ) (Ibs) (psi). Type
5 1 10/16/2008 7 5.99 28.18 114,000 4.050..... Type2
/'
5 2 11/06/2008 28
5 3 11/06/2008 28
5 4 12/04/2008 56
0r3 ~[g 5ru b] 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 9 of 15
Rone Engineering
.,
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
Client:
Report of Concrete Compressive Strength Test
CTM-Coppell, LLC cIa Lenart Development Co., LLC
520 Central Parkway E
Plana, TX 75074
Report No.: 335472
Project No.: 0814523
. Date of Service: 10109/2008
Report Date: 10/17/2008
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.
Remarks: Cant: Montebello Drive, Stations 3+50, 5+25, 7+25, 8+50, 10+50
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 10 of 15
Rone Engineering
..
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
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.: 335472
Project No.: 0814523
Date of Service: 10/09/2008
Report Date: . 10/17/2008
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.
PROJECT DATA
Contractor:
Concrete Supplier: Redi-Mix
Plant: 136
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 2" - 4"
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.: 536L 1524
Placement Date: 10/09/2008
Weather Conditions: Clear
Time Sampled: 03:10pm
Temperature - Air: 900F
Truck No: 1375
Air Content: 4.4%
Overall Placement Location:
Bourdeaux Court, Station 3+25 to 1+45, Corsica Court, Station 2+96.22 to 1+39 and
(cont below)
Batch time: 02:08pm
Concrete: 810F
Ticket No: 59034206
Unit Weight (pet): NA
Measured
Slump
(inches)
3.75
Sample Location:
Montebello Drive, Station 8+50
REPORT OF TESTS
Cylinder
Marked Date
Set No. Tested
6 1 10/16/2008
6 2 11/06/2008
6 3 11/06/2008
6 4 12/04/2008
Age
(days)
7
Diameter
(in)
5.99
28
28
56
~E:J ~[g 5ru E;] DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
101,730
Compressive
Strength
(psi)
3,610
Fracture
Type
Type2
Area
(in2)
28.18
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/el) Page 11 of 15
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 o~ Concrete Compressive Strength Test
Client:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
Plana, TX 75074
Report No.: 335472
Project No.: 0814523
Date of Service: 10/09/2008
Report Date: 10/17/2008
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.
Remarks: Cant: MontebeJlo Drive, Stations 3+50,5+25,7+25,8+50, 10+50
L1MITA 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 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 12 of 15
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Report of Concrete Compressive Strength Test
CTM-Coppell, LLC cia Lenart Development Co., LLC
520 Central Parkway E
Plana, TX 75074
Report No.: 335472
Project No.: 0814523
Date of Service: 10109/2008
Report Date: 10/17/2008
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.
PROJECT DATA
Contractor:
Concrete Supplier: Redi-Mix
Plant: 136
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 2" - 4"
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 1.0.: 536L 1524
Placement Date: 10109/2008
Weather Conditions: Clear, sunny
Time Sampled: 03:55pm Batch time: 02:40pm
Temperature - Air: 930F Concrete: 820F
Truck No: 1339 Ticket No: 59034214
Air Content: 4.0% Unit Weight (pet): NA
Overall Placement Location:
Bourdeaux Court, Station 3+25 to 1+45, Corsica Court. Station 2+96.22 to 1+39 and
(cont below)
Measured
Slump
(inches)
4.0
Sample Location:
Montebello Drive, Station 10+50
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
7 1 10/16/2008 7 5.99 28.18 102,830 3,650 Type5
7 2 11/06/2008 28
7 3 11/06/2008 28
7 4 12/04/2008 56
[8]~ ~~ 5IE t] 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 13 of 15
Rone Engineering
.
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
Client:
Report of Concrete Compressive Strength Test
CTM-Coppell, LLC clo Lenart Development Co., LLC
520 Central Parkway E
Piano, TX 75074
Report No.: 335472
Project No.: 0814523
Date of Service: 10109/2008
Report Date: . 10/17/2008
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.
Remarks: Cont: Montebello Drive, Stations 3+50, 5+25, 7+25, 8+50, 10+50
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 14 of 15