Magnolia Rest-LR030804ROneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothwny, Ste. lS0, Houston, TX 77040
Corporate Phone: (214)630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Purple Mountain Construction Services
Attn: Mr. Jeff Burkham
4712 Memphis St,
Dallas TX 75207
Report No.: 190211
Project No.: 037748
Date of Service: 07/03/2003
Report Date: 08/04/2003
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
CONTRACTOR: Purple Mountain Construction
CONCRETE SUPPLIER: Hanson
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi ~ 28 Days
SLUMP (in): 3" - 5"
AIR (%): NA
TEST METHOD: ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138 SAMPLE LOCATION: Pier at A/3
ASTM C-39 REPORT OF TE,qT~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MIX DESIGN I.D.: 9325
PLACEMENT DATE: 07/03/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11:50am BATCHTIME: ll:15am
TEMPERATURE (F)- AIR 92 P CONCRETE: 91 V
TRUCK NO: 1092 TlCr~T NO: 349363
AIR CONTENT (%): 1.3 UNIT WEIGHT (pcO: NA
OVERALL PLACEMENT LOCATION:
Piers at A/l, A/3, A/2, Df2, F/6
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTUKE
SET NO. (inches) TESTED (days) Obs. force) (psi) TYPE
1 1 5.25 07/10/2003 7 73040
2580 Unbonded Cap
1 2 5.25 07/31/2003 28 102360
1 3 5.25 07/31/2003 28 100575
Average
3620 Unbonded Cap
3560 Unbonded Cap
3590
1 4 Hold
See report #190210 for technician time
Water added at site
Technician: Shaven Deal
Report Distribution:
(1) Purple Mountain Construction Services
Started: Finished:
Rone~
Proje¢'
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 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 Engineers, Ltd.
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