ST9905-LR070607
Jl!':-07-2007 16: 18
,-' -.-.,..- ._......"_._O;--....~~-., ,
,-- -:-:-~.-----:-;
L_~_.==:J;r",:~!'::":...\~
From-
9723920102
T-543 P 0021003 F-228
ECS Texas. LLP
4~5(.\ K~lIer Spnl'.gs Road. Su.!C 41lO
Addison. TX 75001
(972) 392.3222
(F/\X) 392.()l02
CO:\rCRETE, GROUT. AND MORTAR TESTS
LETTER OF TRANSMITTAL
DATE: 06/07/2007
TO: City of Coppell
P.O. Box 9478
RE: Bethel Road - Cappel]
Coppell, TX 75019
A TIN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
w~ are enclosing:
For Your Use
x
X
Attached
x
X
As Requested
Materials Engineering Division Concrete Reports:
25
cc: TISEO Paving - Robert Caudill
By:
,'-j /
If / ./1'.( ,.4
'I/~h " .
/... /. ~/~ ,- ,J
.~:,..; '., -"- ....---..>
David Lewis, P.E '
Principal Engineer
(~.-..,~, J!
:.")hl.-.€.-\2....~:. f..:r'C!:".
..,\._-------_..~,..
Siddharth Neekhra
Project Engineer
~e~-07-20C7 16:18
From-
9723920102
T-543 P 003/003 F-228
Project:
Location:
Bethel Road - Coppell
Bethel Road; Coppell, TX
Concrete Cylinders Strength Report
Project: 5061 Set Designation: A
Cast Date: 05/31/2007
Design Strength: 4000 pSI
Report No.: 25
'"""",,:,-.-~. ECS Tcxa" LLP
:~.' ~:1- 4950 Keller srnngg Road, Sum:480
. AJdl:>on I 'r X 75001
. LiI (972) 392.3212
,- -. n_._....,.---,..,.'" (FAX) 392.i)j()2
~7."J':=^,,"h
0\\ ner: City of Coppell - Rick O'Dell
Arch:
Struc. Eng:
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Cone. Contr.:
Placement Location: Wall top just east of Anchor Roofing Systems construction entrance_ Sampled north half of
retaining wall leveling strip.
Concrete Supplier: LMC
Mix Designation: 1851
Added Water: 10 Gals.
Truck No: 7069
Mix Strength: 4000 psi
Time Added: 0 1:44PM
Ticket 1\'0: 3231528
Batch Time: 01 :08P.\1
Unit Wt.:
FIELD TEST DATA: Tested by: William Joseph Saraceni
Temperature - Air: 820 F
Time Sample.d:Ol :55PM
Concrete: 820 f
Slump:4.75 in.
Air Content:2.60 % (P)
r-------- ! --~ I --- ---
Sample Test Test Type ]),Jmeler Area Breaking Compr:. Brk Break Rev iew
I No Date Age Cure In. In.2 ! Load,lbs Str.,PSl Typ by by
I 34566 I 06/07/2007 7 Lab 6.00 28,27 133216 4710 SN
I 34567 06/28/2007 28 Lab 6.00 28,27
3"~Jj612&!2007 28 I Lab 6.00 28.27
l__]~569 07/26/2007 55 i Lab 6.00 28.27
i
~ -~--_.
S~mplJn9 In ~(;cordlln;e With (llIW) ASTM '-'172. flxCllpttMI SJmplGS nlQY ~a"Q Oeen taklln from 1M OflglMlng or the lo.ad ilfler ~ mlmm~'11 dl5~harge 0: appro;.:lmJtely one cubic yard
Cylinder molding and laboratory curing IClW ASTM C3~. compres~lve slrenglh te.t tlnd breilk tyPI: law ASTM C39, 51ump iaw C143. air conter.l jaw ASTM C173 (v) or e231 (P),
till'l'iPQratult;j iaw ASTM C1064, and unit weight law ASTM C138 Cylinders are tested uSing unbonded caps law ASTf.;' C1231 or are capPild IJsi~9 suiC~~(
mortarlaw C617 Break Types are claSSified as. T1'pe 1. 2 ~. 4, 5, or 6 law C39-04a
FIELD CURING CONDITIONS:
Curing Box
X No Curing Box
Remarks:
Insulated
Heated
Cooled
X Caps
Ice
Other
Final Reviev" By:
s:r-;
Print Date:
06/07/2007