Chateaus-LR080915
Rc>ne E;oi=a
8908 Ambassador Row, Dalla, TX 75247
7701 W Little York, Ste 800, 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 clo Lenart Development Co., LLC Report No.: 332325
4601 Old Shepard Place Project No.: 0814523
Piano, T~:::~;~} Date of Service: 09/05/2008
/~~ 'J Report Date: 09/15/2008
-~~;' ,/'
Project:p~pfeaus of Coppell/'
Services: Obtain samples of fresl:l.e6ncrete at the placement locations, perform required testing, cast compressive strength samples and bring
,s~mples back to t"lB6oratory for curing and testing in accordance with applicable standards.
"'----~~
PROJECT DATA
Contractor:
Concrete Supplier: LMC
Plant: 7
Specification Requirements
Strength: 4,200 psi @ 28 days
Slump (in.): 2" - 4"
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 1.0.: 1701
Placement Date: 09/05/2008
Weather Conditions: Sunny, windy
Time Sampled: 03:45pm Batch time: 03:00pm
Temperature - Air: 850F Concrete: 780F
Truck No: 9104 Ticket No: 7197701
Air Content: NA Unit Weight (pet): NA
Overall Placement Location:
Inlet side wall line A1, Station 1+75, inlet bottom A12 and A13, and sidewall for inlet A3
and A4
Measured
Slump
(inches)
4.0
Sample Location:
Same as above
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date ~ Diameter Area Load Strength Fracture
Set No. Tested (In) (In2) (Ibs) (psi) Type
1 1 09/12/2008 5.99 28.18 94,440 3,350 Type2
2 10/03/2008 28
3 10/03/2008 28
4 10/31/2008 56
~~ ~g] ~ E] DO 0
Type 1
Type 2 Type 3 Type 4
Type 5
Type 6
nle
7/17)21) i
()
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/eL) Page 1 of 2
RQne EnS=:=
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrlch, S18 195, Austin, TX 78744
Corporate Phone: (2t4) 630-9745
Report of Concrete Compressive Strength Test
Client: CTM-Coppell, LLC clo Lenart Development Co., LLC Report No.: 330523
4601 Old Shepard Place Project No.: 0814523
Piano, TX 75093 Date of Service: 08/14/2008
Report Date: 09/15/2008
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" - 4"
Air (0/0): 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: 08/14/2008
Weather Conditions: Partly cloudy, light wind
Time Sampled: 02:36pm Batch time: 01 :30pm
Temperature - Air: 980F Concrete: 1000F
Truck No: 7021 Ticket No: 7196871
Air Content: 3.0% Unit Weight (pet): NA
Overall Placement Location:
Manholes, Line B - Station 7+90, Line C - Station 5+78
Measured
Slump
(inches)
1.5
Sample Location:
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) (In') (Ibs) (psi) Type
1 1 08/21/2008 7 5,99 28.18 127,410 4,52 Type2
2 09/11/2008 28 5.99 28.18 150,880 Type5
3 09/11/2008 28 5.99 28.18 155,610 Type4
Average
1 4 10/09/2008 56
~~ ~~ [ill] E] DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Type 6
LIMIT A nONS: The test resuRs 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/eL) Page 1 of 2
Rone En:===
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 800, Houston, TX 77040
4421 Freidrlch, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
CTM-Coppell, LLC cia Lenart Development Co., LLC
4601 Old Shepard Place
Plana, TX 75093
Report of Concrete Compressive Strength Test
Report No.: 332312
Project No.: 0814523
Date of Service: 09/04/2008
Report Date: 09/15/2008
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" - 4"
Air (%): N/A
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: 09/04/2008
Weather Conditions: Sunny, windy
Time Sampled: 03:45pm Batch time: 03:21am
Temperature - Air: 800F Concrete: 770F
Truck No: 5022 Ticket No: 7197588
Air Content: NA Unit Weight (pet): NA
Overall Placement Location:
Inlet bottoms, inlet A-11, A-4, A-3
Measured
Slump
(inches)
3.5
Sample Location:
Same as above
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 09/11/2008 7 5.99 28.18 93,770
2 10/02/2008 28
3 10/02/2008 28
4 1 0/30/2008 56
~~ ~[g &E bJ DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Remarks: Water added at site: 5 gallons
Fracture
Type
Type3
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.
(GO/el) Page 1 of 2