Coppell Trade-LR050727 214 6ZO 7070
0737/05 17:16 FAX 214 630 7070 TERRACON CONSULTANTS ~001/003
~~:~;!:": :July 27, 2005
To: See below
Project: Coppell Trade(enter- Bldg C
Fax Number: See below _ _
From' Sue Sluiter for Bobby Ray _
Company; Terracon
8901 John W Carpenter Fwy, Suite 100
Dallas, TX 75247
(214) 630-1010
(214) 630-7070
Concrete Statistical Analysisi
Fax Number:
Subject:
Total No. of
Pages:
Comments:
3
Bennet Ratliff, Coppell Trade Center LP 972-241-7955
Brian Degravelle, Merriman Assoc., inc. 214-987-2138
214.258-7128
Keith Leslie. TechniStructureS
Rick Stull, McFadden & Miller 972-401-1399
Dayton Ma~ee, Macatee E~,gineeri~.g, inc. 2l 4-373-6580
Lee Sto~. Ci,~'ofC~;l~,il~ilo~;tgr 'nspecti, j~,pt' 972.304-3514
'1 rl!!ffacon
Delivering Success for Clients and
Employees
www.terracon.com
07,'27,05 17:16 FAX 214 630 7070 TERRACON CONSULTANTS
002,'003
:;TATISTICAL ANALYSIS OF CONCRETE MIXTURES 'lrerracon
:~eport Number: 94051190.0081 8401 Carpenter Fr~W' eta #1 (~3
Oallas. Te~ 75247
~e~ice Date: July 20. 2005 (214~ 63D.1010
.. Repo~ Date: July 27, 2005 --REVISED
~:lient; Coppell Trade Center LP
Affn: Bonnet Ratliff Project: CoppeII Trade Center - BIdg C
5055 Keller Springs Rd Ste 300 NWC Sandy Lake/Freepo~ Pk~
Adaison TX 75001 Coppetl. TX
Project Number: 94051190
Specification Requirements:
Concrete Class: 8206
PROJECT DATA
4000 psi (~ 28 Days
REPORT OF TESTS
Number Air
Repod Of Slump Content
Date Number Set Samples (in.) (%)
05/27/2005 94051190.0012 1 2 6.00 5.5
05/27/2005 94051190.0012 2 2 5.00 5.7
05/27/2005 94051190 0012 3 2 5.25
05127/2005 94051190,0012 4 2 5.00 5.7
06/07/2005 94051190.0024 1 2 5.75 10.2
06/07/2005 94051190.0024 2 2 5.50 8.7
06/0712005 94051190.0024 3 2 5.25 5.3
06/07/2005 94051190.0024 4 2 4.00 4.3
06/09/2005 94051190.0029 1 2 5,00 4,0
06109/2005 94051190.0029 2 2 6.0 4.2
06/09/2005 94051190,0029 3 2 6.25 4.6
06/09/2005 94051190,0029 4 2 4.50
06/1412005 94051190.0036 1 2 5.00 4.2
06/14/2005 94051190.0036 2 2 4.50 4.0
06/16/2005 94051190.0041 I 2 6.00 6.1
06/16/2005 94051190.0041 2 2 5.00 7.8
06/16/2005 94051190.0041 3 2 5.50 60
06/23/2005 94051190.0052 1 2 6.50 6.0
Concrete C.~pressive
Tamp ~E;trength
~(F) .
86 4615
87 473O
88 ~y' 5150
91 5085
87 3700
87 4075
69 4405
92 4785
92 5165
92 5035
9~ 4975
9~ 5230
92 5295
96 [ 5615
92~ 4125
97X 4160
82 4075
Running
3 Test Avg
PSI
!4832
988
45
87
060
422
785
4995
5058
5080
8167
5380
5012
4833 /
4112/
The testS were pe~forme~ in general accordance w~th applicable ASTM. AASHTO, ar DOT test mat~lods. This report is exclusively for the use of the ctient
ir~licate~i above ~nd shall not be reproduced except in [~Jll without the wri~tsn consent of our company. Test results transmitted herein are only applicable
to the actual $~rnples tested at the location(e) re[ereneed and are not necessarily indicative o[ the properties of other apparently similar or identical
07,27,'05 17:16 FAX 214 630 7070
TERRACON CONSULTANTS
~TATISTICAL ANALYSIS OF CONCRETE MIXTURES
?;lient; Ooppell Trade Center LP
003/003
'll'erracon
Project Number:94051190
Report Number: 94051190.0051
Number Air Concrete CompreSsive Running
Report Of Slump Content Temp Strength 3 Test Avg
Date Number Set Samples (in.) (%) (F) , PSi PSI
84 -- 4o95 4073
06/23t2005 ~4051190.0052 2 2 5.75 6 2
2 6.25 5.4 84 4000 4057
06/23/2005 940511900052 3
Average of all sets of three consecutive strengths equals or exceeds the project specifications.
Average of 20 sets = 4620 PSI ~ 28 days
comments:
NOTE: This report has been revised by adding the following statement.
**ACI criteria has been met due to the fact that the iow test result does not exceed 500
psi below the required strength and the 3-day running average exceeds the required
strength.
Technician: Robert D. Ray, S.E.T.
Report Distribution:
(1) Coppell Trade Center [.ia
(1) McFadden & Milter
(1) fCoomee [nginedring [nc
Reviewed
The tests were pe~orrned In general accordance wit~l appt~able ASTM, AASHTO, or eOT test methods. This repor~ is ex¢luslYely for the use et t;qe client
indicated above and sha~ not be repmdu~e~ except in full without the vwRter~ consent or our comiaany. Test res~R$ t~ansrn~teci herein are only a~plica~le
re~arenCed and are eel necessarily inclicative o~ the gropeCt~es of other spiaarenby similar or ide~tir, a~