Magnolia Rest-LR030730Ro gineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Cfient:
Project:
Services:
Pm-pie Mounta'm Construction Services
Atto: Mr. JeffBurkham
4712 Memphis St.
Dallas TX 75207
Report No.: 190010
Project No.: 037748
Date of Service: 07/01/2003
Report Date: 07/30/2003
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
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Purple Mountain Construction
CONCRETE SUPPLIER: Hanson
PLANT: 29
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
5" - 7"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-I064
ASTM C-138
MIX DESIGN I.D.: 9325
PLACEMENT DATE: 07/01/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: l:30pm BATCHTIME: lh45am
TEMPERATURE (F) - AIR 90 F CONCRETE: 94 E
TRUCK NO: 3 1 TICKET NO: 349241
AIR CONTENT (%): 1.4 UNIT ~VEIGHT (pcf}: NA
OVERALL PLACEMENT LOCATION:
Piers Fi4, F/5, E/8, E/3
SAMPLE LOCATION: Pier F/5
ASTM C-39 REPORT OF TEgTS
Concrete Compressive Cylinder 6" x 12" (asea 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (Inches) TESTED (days) Obs. force)
1 1 5.0 07/08/2003 7 68425
1 2 5.0 07/29/2003 28 99330
1 3 5.0 07/29/2003 28 97615
Average
1 4 5.0 08/26/2003 56
Technician: Rick Smith
Report Distribution:
(1) Purple Mountain Construction Services
Started: Finished:
COMPRESSIVE
STRENGTH FRACTURE
2420 Unbonded Cap
RoDe ~
3510 Unbonded Cap
3450 Unbonded Cap
3480
ded Cap
Clay~Stark
ProjecttManager
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 RODe Engineers, Ltd.
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