Magnolia Rest-LR030811RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Stp. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Purple Mountain Construction Services
Arm: Mr. JeffBurkham
4712 Memphis St.
Dallas TX 75207
Report No.: 190655
Project No.: 037748
Date of Service: 07/11/2003
Report Date: 08/11/2003
Project:
Services:
Deliman Grill
605 N. Denton Tap Road
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
com'RAcroR: Purple Mountain Construction
CONCRETE SUPPLIER: Hanson
PLANT: 29
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 9325
PLACEMENT DATE: 07/11/2003
WEATHER CONmTIONS: Partly cloudy
TIME SAMPLED: 3:25pm BATCH TIStE: NA
TEMPERATURE (F} - AIR 98 F CONCRETE: 90 F
TRUCK NO: 1883 TICKET NO: 349555
AIR CONTENT (%): NA UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Perimeter grade beam
SAMPLE LOCATION: West side of pad
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARleD SLUMP
SET NO. (inches)
1 1 4.25
DATE AGE
IESTED ~ay$)
07/18/2003 7
1 2 4.25 08/08/2003
1 3 4.25 08/08/2003
1 4 Hold
Technician: Richard Bullion
Report Distribution:
(I) Pmple Mountain Construction Services
Started: 3:00pm
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
Obs. force) (psi) TYPE
89910
28 111790
28 115360
Average
Finished: 4:45pm
3180 Unbonded Cap
3950 Unbonded Cap
4080 Unbonded Cap
4020
Stark
ect Manager
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, performance, etc.) or any other feature of similar subject manet provided by persons or conditions over which we have no contmh Our leaers 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 wri~aen approval of Rone Engineers, Ltd.
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