Chateaus-LR080910 (2)
Rqne 1::"1=:=
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 cia Lenart Development Co., LLC Report No.: 331915
4601 Old Shepard Place Project No.: 0814523
Plana, TX 75093 Date of Service: 09/02/2008
Report Date: 09/10/2008
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.
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
Contractor:
Concrete Supplier: LMC
Plant: 7
Specification Requirements
Strength:
Slump (in.):
Air (%):
Test Method:
PROJECT DATA
Mix Design 1.0.: 1701
Placement Date: 09/02/2008
Weather Conditions: Cloudy, windy
Time Sampled: 02:05pm Batch time: 01:1
Temperature - Air: 940F Concrete: 930
Truck No: 1045 Ticket No: 97441
Air Content: 2.1 % Unit Weig (pet): NA
Overall Placement Location:
Inlet footings, Station 3+75
Cylinder
Marked
Set No.
- -
1 1
1
1
1
Sample Location:
East footing
Fracture
Type
Type2
Date
Tested
09/09/2008
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Maxim
Loa
(lb.)
98,030
Diameter
(In)
5.99
Area
(In")
28.18
2
3
09/30/2008
09/30/2008
4
1 0/28/2008
56
~E3 ~Q] &E E] DO D
Type 1
Type 2 Type 3 Type 4
TypeS
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, Lid,
(TM/LB) Pege 1 of 2