ST9905-LR070629
JUII-29-2007 15:02
From-
9723920102
T-609 P 002/003 F-388
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CONCRETE, GROL'T, A?-JD ?vl0RT AR TESTS
LETTER OF lR.J\~SyHTTAL
DA TE: 06/29/2007
RE: Bethel Road - Coppell
TO: City ofCoppell
P.O. Box 9478
Coppell. TX 75019
A IT:.!: lVII. Rick O'Dell
PERMlT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
\Ve are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
26
x
X
For Your Lse
x
As Requested
CC: TfSEO Paving - Robert Caudill
/'j .,)~.. /-// .
'//~'. P;"// /.
...- .-;:;f-'~L.d.-.~~
DavId' LeWIS, P.E.
Principal Enginter
----\
~~';~<~p
~__._? ~...__... .~n ,,--
Daniel Franklin, P.E.
Principal Engineer
By:
Jun-29-200t \5:02-
Frcm-
9723920102
T-609 P 003/003 F-388
Concrete Cylinders Strength Report
KS Texa:;, LLP
4950 Keller Spmp5 KQ;>d. SUll~43')
i\;.WJ;}on. TX 75001
(972) 392.3222
(FAX) 3\12.0102
Project: 5061
Cast Date:
Design Strength:
Report No.:
'iv'~___""
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Projecr:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Set Designation: f\
06/0 J /2007
4000 psi
26
Owner: City (~fCoppell - Rick O'Dell
An:h..
Struc. Eng,'
Client: City of Coppell - Kenneth M Griffin.
Gen, Contr.:
Cone. Contr.:
Placement Location: Headwall 15' S of Bethel road between Royal Ln and Freeport Pkwy.
Concrete Supplier: LMC
Mix Designation: 185 I
Added Water:
Truck No: 7025
Mix Strength: 4000 pSI
Time Added:
Ticket NO:
Batch Time:
Unit Wt.:
7178669
12:50PM
,---
I S'~oPle Test Test h'pe Diameter Area
j~ Date Age Cure Tn. In.2
i 34 '570 06!08/2007 7 I Lab 6.00 28.27
I 34571 06/29/2007 28: Lab I 6.00 28.27
I 4572 i 06:29/2007 28 I Lab , 6.00' 28 27
I! . !
L _ _ i'7:;. O?/27~_007 i 56 I Lilt t 6.00 i 2827 __
S~:T)".,ng ir. accord~nce with (lllw) p.s Me 1'72. e(cept that samples may Mile been taken from tne beginning of 1M IO~C afl"r a Inln,mUm cisGhar[le or l'p"roxirnately cn~ cubic y<l~d.
Cyil.,jer clQldln9 a~d laboratory cuflng law .ASn.: e31. compre5~lve ,trergtn Lest and Dreak l)ipe iaw ASTM C~\f. slump law (:141 "il COnle,,[ ,aw ASTM Cl73 (Ii or C231 (P).
lemcefdture lew AST M Cl064. and unit we'ght ,aw AST~) C\38. Cylinder<) are lestQd uSI~g ul"ll>onded caps 11lII! ASTM C1231 <;>r are capped uSing Sulpi\J'
~:" C617 Break Type5 afe claSSified as: Type 1 2 3 4,5, or 6 law C3&.04a
EJELO CURI~G C_ONOITIOf-,'S'
Curing Box
X N'o Curing Box
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 920 F
Time Sampled:02: 1 arM
Concrete: 800 F
-- -
Breakin~
Load,l bs
CampI:'
Str.,PSI
83488
t 13290 I
I
2950
4010
4010
113321
Sllllnp: 4.50 in.
Air Content:
Brk.
Typ
Break
by
!
Rev iew !
I
by i
I
I
i
3
DLF
DLF
DLF
3
3
i
Insulated
Heated
Cooled
X Caps
Remarks: entire headwall
Ice
Other
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FlI1al ReVIew Bv: ___I!..t;..~~:.v!./>:...4,.,:.-.-L~'''''c
. /'
SN
Print Date:
06/29/2007