BEI Properties-LR060206Concrete 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: Bfoom Retail Center
Report Distribution. (1) Cooper General Contractors
(1) Ray Mansoory
(1) Ciry of Coppell
CMJ Report No. 502-5167-016
Report Date. 02/06/2006
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 Na Air Content Method ASTM C231
Fie#d Qata et#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
Cylinder Age Max Load Area
i Stren th
si
Set # # Test Date n.)
(days) (Ibs. force) (sq. (p
01 BRC01250601 02/01/2006 7 142380 28.27 5040
01 BRC01250602 02/22/2006 28
01 BRC01250603 02/22/2006 28
01 BRC01250604 Hold
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
" Non-Compliant: Contractor Notified
5 Gallons of Water Added On-Site, approved by' Gus w/Cooper Construction
CMJ Engineering, Inc
Fracture
Type
E-columnar
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
Concrete 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.. 502-5167-017
Report Date: 02!06/2006
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
3%min6%max
55° F min 90° F max
n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
01 /25/2006
Daniel Bohon
Clear/Light Wind
Beal Il102
ASTM C231
-~ ~ Fielt}Data~Sef#02
Ticket Number
Slump
Concrete Temperature
Placement Location.
13657192
4 in
72° F
Paving, City Approach
Time Batched: 02:00
Air Content: 3.9
Ambient Temperature: 75° F
Time Sampled: 02:20
Unit Weight: N/A
Yardage (c.y ): 110 of 110
Sample Location:
Concrete Compression Test Results
Cylinder Age Max Load Area
i
Ib
f Stren th
i
Set # # Test Date orce) (sq.
n.)
s.
(days) ( (ps
02 BRC01250601 02/01/2006 7 160360 28.27 5670
02 BRC01250602 02/22/2006 28
02 BRC01250603 02/22/2006 28
02 BRC01250604 Hold
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
0 Gallons of Water Added On-Site
Drive Approach
CMJ Engineering, Inc
Fracture
Type
E-columnar
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.
ui Page 1 of 1