BEI Properties-LR060210Concrete Compression Test Report
J~ 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
Report Distribution• (1) CooperGeneral Contractors
(1) Ray Mansoory
(1) City of Coppell
CMJ Report No. 502-5167-012
Report Date: 02/10/2006
Strength 3000 psi @ 28 Days Placement Date 01/06/2006
Stump 3 in min 5 in max Sampled By Richard Jones
Air Content n/a Weather Clear/Light Wind
Concrete Temperature 55° F min 90° F max Supplier/Mix Beall/330H1521
Ambient Temperature n/a Air Content Method ASTM C231
'y~" ~} ~ ~ '-' Fetd Data Seta` 01
Ticket Number 89050856 Time Batched: 09.17 Time Sampled: 09:55
Slump• 4.5 in Air Content: 1.0 % Unit Weight: N/A
Concrete Temperature: 58° F Ambient Temperature: 55° F Yardage (c.y ): 10 of 120
Placement Location. Slab, Entire Slab
Sample Location From SE Corner of Slab, 5' N, 5' W
Concrete Compression Test Results
Set # Cylinder
#
Test Date Age
(days) Max Load
(Ibs. force) Area
(sq.in.) Stren th
(psi Fracture
Type
01 BRC01060601 01/13/2006 7 104920 28.27 3710 C-cone/shear
01 BRC01060602 02/03/2006 28 159800 28.27 5650 C-cone/shear
01 BRC01060603 02/03/2006 28 155770 28.27 5510 C-cone/shear
01 BRC01060604 Hold
28 day average 5580
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
10 Gallons of Water Added On-Site, approved by• Gus w/Cooper
CMJ Engineering,
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.
of Page 1 oft
Concrete Compression Test Report
~L • 1 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
Report Distribution (1) Cooper General Contractors
(1) Ray Mansoory
(1 }City of Coppell
CMJ Report No.• 502-5167-012
Report Date: 02/10/2006
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 01/06/2006
Slump 3 in min 5 in max Sampled By Richard Jones
Air Content n/a Weather Clear/Light Wind
Concrete Temperature 55° F min 90° F max Supplier/Mix Beall/330H1521
Ambient Temperature n!a Air Content Method ASTM C231
RT' S.
~~=:Fiet""C1 Data Se4
2. I„
Ticket Number 89050873 Time Batched: 11.39 Time Sampled: 12:30
Slump: 5 in Air Content: 1.0 % Unit Weight: NA
Concrete Temperature: 62° F Ambient Temperature: 58° F Yardage (c.y ): 110 of 110
Placement Location: Slab, Entire Slab
Sample Location From NW Corner, 10' S & 5' E
Concrete Compression Test Results
Cylinder Age Max Load Area Stren th
i Fracture
T
Set # # Test Date (days) (Ibs. force) (sq.in.) (ps ype
02 BRC01060605 01/13/2006 7 118980 28.27 4210 B-cone/split
02 BRC01060606 02/03/2006 28 159840 28.27 5650 C-cone/shear
02 BRC01060607 02/03/2006 28 158660 28.27 5610 C-cone/shear
02 BRC01060608 Hold
28 day average 5630
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
10 Gallons of Water Added On-Site, approved by' Gus w/Cooper
CMJ Engineering, Inc
;arl Lee, S E.T
CMT Manager
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.
of Page 2 of 2