ST9905-LR070619
Jun-19-200716:12
From-
9723920102
T-584 P 002/003 F-326
I,.;;;""'.",",' ,'" t ECS Texas. I.LP
fi: ' 4950 Keller Spnng' Road, SUltr ..80
Addnon. r x: 7500 l
. (972) 392-3222
, LLP (FAX}392.0l01
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CONCRETE, GROCT, AND MORTAR TESTS
LETTER OF TRA1\SMITTAL
TO: City ofCoppell
P.O. Box 9478
DATE: 06/1912007
RE: Bethel Road - Coppell
Coppell, TX 75019
A TTN: Mr. Rick O'Dell
PER.MlT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
24
x
X
For Your Use
x
As Requested
cc: TISEO Paving - Robert Caudill
o~~
Daniel Franklin, P.E.-.m---------n
President /Principal Engineer
(, ~ ,r.
..-5hj.:.;' - (,'-V' ...i:~.~i,..!;.t1
....,.,____._0'.. ........
Siddhanh 1\eekhra
Projt:r.:t Engineer
By:
J"n-19-2U07 16:12
From- .
9723920102
T-564 P 003/003 F-326
ECS Texas lLP
~9~O Keller Springs Rc'.ld. S'J!le ~8('
Add!sorl. TX 7500;
(972) 39:.3222
(\'AX) 392.0102
Concrete Cylinders Strength Report
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Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project; 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
OS/22/2007
4000 psi
24
Owner: City ofCoppell- Rick O'Dell
Arch.:
Struc. Eng.:
Placement Location: Footings at box culvert
Client: City of Coppell - Kenneth M. Griffin.
Gen. Contr.:
Cone. Contr.:
Concrete Supplier: LMC
Mix Designation: 185 I
Added Water:
Truck No: 966
Mix Strength: 4000 psi
Time Added:
Ticket No: 3231284
Batch Time: 01:49PM
Unit Wt.:
fIELD TEST DATA: Tested by: Dwight W. Goldy
Temperature - Air: 87Q F
Time Sampled:03:00PM
Concrete: 800 F
Slump: 5.00 in.
Air Content:4.50 % (P)
r-S~nple Test 1 Test I Type I Dmmeter Area Breaking Compr. Brk Break Review
No Date ' Age Cure In. In.Z Load,lbs Str.,psi Typ by by
34342 OS/29/2007 J Lab 6.00 28.27 118464 4190 SN
I 34343 06/19/2007 28 Lab 6.00 28.27 149088 5270 3 SN
! 34344 06/19/2007 28 Lab 6.00 28.27 )53664 5430 3 SK
I
34345 0711 7/2007 56 Lab 600 2827 I
Sam :In in "c~rdance with law\ AS1M C172. exce I Ulalsam Ie, ma ha.e been takQn-fi'om t~e be in~in 0; the !oad alter a minimum discMr e of 6 . rolimatel one cubiC ard
P 9 ( , p p t g 9 9 pp Y y
Cylinder molding aM laboratory cu.ing law ASTM C31. compressive s:renglh test a1d oreal< r,'lle law ASTM C39, slum~ lilW C14J. air content I<!'N AS:~A CH3 (V) or C231 (Pl,
temperate'" law ASTM C 1064. and unit weight ,aw ASTM C 138 Cylnde,s are tested using unbon~ed caps laW ASTIv1 C 1231 or are capped uSing sulpnur
mortar IBwC617 Break Typesaleclilosified as Type 1. 2. 3.4.5.or6Iaw C3S-04a
fiELD CURf\JG CONDlTIONS~
Curing Box Insulated
X No Curing Box Heated
Remarks: SxlO box culvert sra.O+OO thru
sta.O~25
Cooled
X Caps
Ice
Other
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Print Date:
06/19/2007