BEI Properties-LR060228Concrete 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) Gooper General Contractors
(1) Ray Mansoory
(1) City of Coppell
CMJ Report No 502-5167-016
Report Date 02/28/2006
Specifications Test Data
Strength 3500 psi @ 28 Days Placement Date 01/25/2006
Slump 3 in min 5 in max Sampled By Daniel Bohon
Air Content 3 % min 6 % max Weather Clear/Light Wind
Concrete Temperature 55° F min 90° F max Supplier/Mix Beall/102
Ambient Temperature n/a Air Content Method ASTM C231
-Field Data Set #01
Ticket Number 13657163 Time Batched. 11 17 Time Sampled 11 50
Slump 6 in" Air Content: 3 4 % Unit Weight: N/A
Concrete Temperature 71 ° F Ambient Temperature. 62° F Yardage (c.y) 20 of 90
Placement Location: Paving, Entire Parking Lot & Fire Lane, Including Entry
Sample Location 24' W & 20' N of Sta 0+64 11
An asterisk (`) appears next to field data which does NOT meet specifications.
Concrete Compression Test Results
Set # Cylinder
#
Test Date Age
(days) Max Load
(Ibs. force) Area
(sq in.} Stren th
(ps~ Fracture
Type
01 BRC01250601 02/01/2006 7 160360 28.27 5670 E-columnar
01 BRC01250602 02/22/2006 28 193480 28.27 6840 E-columnar
01 BRC01250603 02/22/2006 28 192240 28.27 6800 E-columnar
01 BRC01250604 Hold
28 day average 6820
Normal cylinder size. 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards. C31, C39, C138, C143, 0172, C1064, and C617 or C1231
"~ Non-Compliant: Contractor Notified
5 Gallons of Water Added On-Site, approved by~ Gus w/Cooper Construction
CMJ Engineering, Inc
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.
01 Page 1 of 1
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
CMJ Report No 502-5167-017
Report Date 02/28/2006
Report Distribution (1) Cooper General Contractors
(1) Ray Mansoory
(1) City of Coppell
_ Specifications
--
___ - Test Data
Strength 3000 psi @ 28 Days Placement Date 01/25/2006
Slump 3 in min 5 in max Sampled By Daniel Bohon
Air Content 3 % min 6 % max Weather Clear/Light Wind
Concrete Temperature 55° F min 90° F max Supplier/Mix Beall/102
Ambient Temperature n!a Air Content Method ASTM C231
Field Data Set #02
Ticket Number 13657192 Time Batched 02:00 Time Sampled 02:20
Slump 4 in Air Content: 3 9 % Unit Weight: N/A
Concrete Temperature 72° F Ambient Temperature 75° F Yardage (c.y) 110 of 110
Placement Location Paving, City Approach
Sample Location Drive Approach
Concrete Compression Test Results
Set # Cylinder
#
Test Date Age
(days) Max Load
(Ibs
force) Area
(s
i
) Stren th Fracture
. q
n (psi Type
02 BRC01250601 02/01 /2006 7 142380 28.27 5040 E-columnar
02 BRC01250602 02/22/2006 28 184660 28.27 6530 E-columnar
02 BRC01250603 02/22/2006 28 183000 28.27 6470 E-columnar
02 BRC01250604 Hotd
28 day average 6500
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, !nc
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.
"~ Page 1 of 1