Magnolia Rest-LR030826'. - 8908 Ambassador Row, Dallas, TX 75247
RO ~ ~ ~ ~ ~' Y ~~ ~~ 2696 Gravel Drive, Port Worth, TX 76118
f , 6300 Rothway, Ste. 150, Houston, TX 77040
® Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: Pttrple Motmtain Constrnction Services Report No.: 179446
Attn: Mr. JeffBtlrkham Project No.: 037748
4712 Memphis St. Date of Service: 06/30/2003
Dallas TX 75207 Report Date: 08/26/2003
Project: Deliman Grill
605 N. Denton Tap Road
Coppell, TX
Services: 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: Putple Mountain Construction MIX DES1cN LD.: 9325
CONCRETE SUPPLIER: H3RSOR PLACEMENT DATE: O6/3O/2003
PLANT: 27 WEATHER CONDITIONS: Partly ClOlldy
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
SLUMP (In): $" - 7"
AIR (%): NA
TIME SAMPLED: 2:1$pm BATCH TIME: 1:3Opln
TEMPERATURE (F)-AIR $$ F CONCRETE: 93 F
TRUCK NO: I O92 TICKET NO: 369793
AIR CONTENT (%): 2.4 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C-172 OVERALL PLACEMENT LOCATION:
ASTM C-31 Piers C/8, B/8, A/7, E/6, A/5, A/4
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138 SAMPLE LOCATION: Pier a[ gridline A/7
ASTM C-39 RF,Pn RT nF TFSTS
Concrete Compressive Cylinder 6" x 12" (azea 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE
1 1 4.5 07/07/2003 7 81740 2890 Unbonded Cap
1 2 4.5 07/28/2003 28 102245 3620 Unbonded Cap
1 3 4.5 07/28/2003 28 108710 3840 Unbonded Cap
Average 3730
I 4 Hold
See report #179445 for technician time.
Technician: Shawn Deal Started: Finished:
Report Distribution:
(1) Purple Mountain Conswction Services
LIMTTATIONS: 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 condifions 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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Project Manager