BEI Properties-LR060104Concrete Compression Test Report
~~ ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel (817) 284-9400 Fax: (817) 589-9993
Client: Cooper General Contractors
Project: Bloom Retail Center
CMJ Report No. 502-5167-010
Report Date: 01/04/2006
Report Distribution (1}Cooper General Contractors
(1) Ray Mansoory
(1) City of Coppell
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3000 psi @ 28 Days
3 in min 5 in max
n/a
55° F min 90° F max
n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
1 2/2 312 0 0 5
Shawn Cook
Partly Cloudy/Windy
Beall/1521
ASTM C231
Field Data Set #Oi ~
Ticket Number 89050681 Time Batched: 12:24 Time Sampled: 13:29
Slump 3 in Air Content: 1 7 % Unit Weight: n/a
Concrete Temperature. 60° F Ambient Temperature. 64° F Yardage (c.y ): 10 of 10
Placement Location: Footings:All Building Footing Pads
Sample Location. SW Corner Going North 5 Pads Poured From Truck
Concrete Compression Test Results
Set # Cylinder
#
Test Date Age
(days) Max Load
(Ibs. force) Area
(sq.in. Stren th
(psi Fracture
Type
01 BRC12230501 12/30/2005 7 80820 28.27 2860 C-cone/shear
01 BRC12230502 01/20/2006 28 119740 28.27 4230 C-cone/shear
01 BRC12230503 01/20/2006 28 118170 28.27 4180 B-cone/split
01 BRC12230504 Hold
28 day average 4210
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards. C31, C39, C138, C143, C172, C1064, and C617 or C1231
~ Gallons of Water Added On-Site
CMJ Engineering, Inc
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LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
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