Chateaus-LR081002
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
4601 Old Shepard Place
Plana, TX 75093
Report No.: 331915
Project No.: 0814523
Date of Service: 09/02/2008
Report Date: 10/02/2008
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: LMC
Plant: 7
Specification Requirements
Strength:
Slump (in.):
Air (%):
Test Method:
NA
NA
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.: 1701
Placement Date: 09/02/2008
Weather Conditions: Cloudy, windy
Time Sampled: 02:05pm Batch time: 01:16pm
Temperature - Air: 940F Concrete: 930F
Truck No: 1045 Ticket No: 7197441
Air Content: 2.1 % Unit Weight (pet): NA
Overall Placement Location:
Inlet footings, Station 3+75
Measured
Slump
(inches)
4.25
Sample Location:
East footing
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
1 1 09/09/2008 7 5.99 28.18 98,030 3,480 Type2
1 2 09/30/2008 28 6.00 28.27 119,990 4,240 Type3
1 3 09/30/2008 28 6.00 28.27 127,610 4,510 Type2
Average 4,380
4 10/28/2008 56
0L3 ~~ [ill] t;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, Ltd.
(TM/CL) Page 1 of 2
Rone EngineE!ring
.
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
4601 Old Shepard Place
Plana, TX 75093
Report No.: 329633
Project No.: 0814523
Date of Service: 08/05/2008
Report Date: 10/02/2008
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: LMC
Plant: 7
Specification Requirements
Strength: 4,200 psi @ 28 days
Slump (in.): 2" - 3"
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
PROJECT DATA
Mix Design I.D.: 1851
Placement Date: 08/05/2008
Weather Conditions: Partly cloudy
Time Sampled: 01 :40pm Batch time: 12:24pm
Temperature - Air: 980F Concrete: 960F
Truck No: 1087 Ticket No: 7196411
Air Content: NA Unit Weight (pct): NA
Overall Placement Location:
Manhole, line A, Stations 3+08.83 and 5+84
Measured
Slump
(inches)
2.5
Sample Location:
Manhole, Station 5+84 line A
REPORT OF TESTS
5'1{'
o 0
28.1 ftv;~age
28.~24,880
fl'
R.mar~: ~.Revisoo on 9/1~OB to re;;;;jB ;jth ~rement...
Cylinder
Marked
Set No.
- -
1 1
Date
Tested
08/12/2008
Age
(days)
7
Diameter
(In)
5.99
2
3
09/02/2008
09/02/2008
28
28
4
09/30/2008
56
~t:j [g!]Q] mJ lSJ DO D
Type 1
Type 2
Type 3 Type 4
Type 5
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
Compressive
Strength
(psi)
3,370
Area
(In2)
28.18
Fracture
Type
Type2
5.99
5.99
Type4
Type2
4,260
4,310
4,280
4 20
6.00
Type2
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.
(GD/CL) Page 1 of 2
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 Report No.: 329757
4601 Old Shepard Place Project No.: 0814523
Piano, TX 75093 Date of Service: 08/06/2008
Report Date: 10/02/2008
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: LMC
Plant: 7
Specification Requirements
Strength: 4,200 psi @ 28 days
Slump (in.): 2" - 3"
Air (%): NA
Test Method: ASTM C-172
ASTM C-31 (except 10.
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
Mix Design 1.0.: 1851
Placement Date: 08/06/2008
Weather Conditions: Cloudy
Time Sampled: 01 :30pm
Temperature - Air: 950F
Truck No: 1087
Air Content: 4.5%
Overall Placement Location:
Manhole, Station 8+82 and Station 13+15
Batch time: 12:06pm
Concrete: 900F
Ticket No: 7196466
Unit Weight (pet): NA
Measured
Slump
(inches)
3.5
..
Sample Location:
Station 8+82
h/-L
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 08/13/2008 7 5.99 28.18 124,800 4,430 Type5
1 2 09/03/2008 28 5.99 28.18 135,020 4,790 Type5
1 3 09/03/2008 28 5.99 28.18 133,950 4,750 Type2
Average 4,770
4 1 % 1/2008 56 5.99 28.18 147,190 5,220 Type2
~~ ~[g [ill] bJ DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Type 6
o
/~/6/Zf
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.
(GD/CL) Page 1 of 2
Rone Engineering
II
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 Report No.: 332039
4601 Old Shepard Place Project No.: 0814523
Plana, TX 75093
Date of Service: 09/03/2008
Report Date: 10/02/2008
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: Lattimore
Plant: 6
Specification Requirements
Strength: 4,000 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
PROJECT DATA
Mix Design 1.0.: 1701
Placement Date: 09/03/2008
Weather Conditions: Cloudy, windy
Time Sampled: 02:50pm Batch time: 02:01 pm
Temperature - Air: 760F Concrete: 800F
Truck No: 5013 Ticket No: 6337170
Air Content: 4.1 % Unit Weight (pet): NA
Overall Placement Location:
Inlet bottoms, Montebello Drive and walls, Station 2+75
Measured
Slump
(inches)
3.5
Sample Location:
Inlet bottom and walls, same as above
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
1 1 09/10/2008 7 5.99 28.18 112,610 4,000 Type5
1 2 10/01/2008 28 5.99 28.18 156,160 5,540 Type2
1 3 10/01/2008 28 5.99 28.18 158,050 5,610 Type2
Average 5,580
4 10/29/2008 56
0~ ~Q] fJ] 5] 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 2