ST9905-LR070615
JUi]-22-2007 16: 36
From-
9723920102
T-593 P 003/003 F-351
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F.es Te""" LLP
4950 Kd!e: Sptlng> ROJd SU'[C 4xO
AddIson TX i,(I(i!
(972) 302.322~
(TAX) 392..(JJ02
Concrete Cylinders Strength Report
~~r~
Project:
Location:
Bethel Road - CoppelI
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report 1\:0.:
Set DesIgnation: A
06/15/2007
4000 psi
27
O\\ner: City ofCoppdl - Rick O'Dell
Arch,;
Struc Eog.:
Placement Location: 5x 10 box tops
Client: City of Coppell - Kenneth M. Griffin,
Gen. Ccntr.:
Cone. Contr.:
CClJ1crete Supplier: LMC
Mix Designation: 1851
Added Water:
Truck No: 7003
:viix Strength: 4000 pSI
Time Added:
Ticket No;
Batch Time;
Unit \Vt.:
3232370
1l:51AM
FIELD TEST DAT~ Tested by:Yav. B. Boairey
Temp~rature - Air: 840 F
r
b
I
i
i
i
L
;;J ~ . (a I p P Y g 9 . ". ' " ~ y , e y (1
'"illllder 11\0101119 dnd I.boratory CUllrlg law !l5TM C31. compressIve sb-engt'1 :est aM brea~ type iav, ASTM C39, slump i~w C 143. air content law ASTM (;173 IV) or C231 (P),
temperature I~W /'S fM C 1064, and unit we,;:ht law !I$TM C 138 Cy:incers are tested using unbonded caps law A$TM C 123 i or are capped u5Jng S~IP~"r
mOf1~r law C617, B'Ilak Types are Cl<loslfjed as: Type 1, 2, 3_ 4, 5. or 6 law C39.04a
HELD CURING C01\"DITIONS:
Curing Box
X :"Ifo Curing Box
R~~marks:
Sample I Test Test Type Dii.lmeter Area Breaking Compr. Brk Break Review
I\o Date Age Cure 111_ In. ~ LoadJbs Str.,psi Typ by by
-.---- t- ! I
34858 I 06/22/2007 7 Lab 6.00 28.2 7 125856 I 4450 4 S;..J I
3,~859 I 07/13:;:007 28 Lab 600 2827
;
34860 07/13/2007 28 Lib 6.00 28.27 I I I
I i I
34861 sp Lab 6.00 2827 -.-L --1
,WI'no.,~ aCCOrddrlCe With I w', ASi!\.: tl72 exce t t~a! sam les ma n ,Ne been taken ltom t'1e be Innin of the ~o~c: .1fter a 11:i1ii1ILT:-l d:'.~hLlrog ot dr,"; ""X.;nld~E;' Gn CubiC 'ar
Time SampJed:O 1; 1 7PM
Concrete: 890 F
SIump:4.00 in.
Air Content:
Insulated
Heated
Cooled
X Caps
fee
Other
Final Review By:
s?--.'
Print Date:
06/22/2007
JUI-i3-2007 15:59
From-
9723920102
T-638 P 003/003 F-477
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~
[e$ ft:Xilli, LLP
4950 Keller Spnl1(CS RoilJ, Suil~ 480
^Jdl)UT1 TX 75001
Concrete Cylinders Strength Report
(971) 3~2-jl~'2
(fAX) 39~>U 1 O~
Project: 506 r
Cast Date:
Design Strength:
Report ~O.:
'-:."'.":--.l'J'l;':~:",,~
Projecc
LOlCatlon:
Bethel Road - Coppel!
Bethel Road, Coppell, TX
Set Designation: A
06/15/2007
4000 psi
27
Owner: City of Coppell - Rick O'Dell
Arch.:
Struc. Eng.:
Placement Location: 5xlO box top
Client: Crty of Coppell - Kenneth M. Griftin,
Gen. Contr.:
Cone. Contr.:
3232370
11:5JA\If
Concrete Supplier: LMC
Mix Designation: 1851
Added Water:
Truck No: 7003
Mix Strength: 4000 pSI
Time Added:
Ticket ~o:
Batch Time:
Unit \Vt.:
34858 I 06/22/2007 7 Lab 6.00 28.27
34859 i 07/13/2007 28 Lab 6.00 2827
I
34860 I 07/1 3/2007 28 II Lab 6.00 28.27
34&61 sp Lab 6.00 28.27
Sampling In a~COrdilnce With (law) ASTM C172. e~cept tllat samples may nave been takflT1 frOl11lhe beginning of the load anel a minimum discharge of approximately one cubic yard.
Cylinder moiding and laboratory curing law ASTM (;;}'1. compressive strength lest ana break type iaw ASH-/. C39. s:ump iciW C143, air Gontent iaw ASTM C113 (V) or C231 (Pl,
temperature law ASTM C 1 064, and un.t m,gl1t law ;l5TM C 138 Cylinders ale :esled using unbonded caps law ASTM C 1231 or ilre cap~ed using SlJlphur
mortar law C617. Brllllk Types are cla~slfled as. T~pe 1,2,3,4.5, cr 6 iaw C39.D4a
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 840 F
Time Sampled:O I : I 7PM
Concrete: 8913 F
Sample
No
lT~s~ - Type Diilffieler Area
I .A.Qe Cure In. In.2
, ..,
Compr.
Str.,psi
Test
Date
BreakIng
Load,lbs
I
125856
]63168
163360
4450
5770
5780
FIELD CURING COND!TI01'i~~
Curing Box
X No Curing Box
Remarks
Insulaced
Heated
Cooled
X Caps
Stump:4.00 in.
Air Content:
Brk Break Review
Typ by by
4 SN
3 SN
4 SN
i
Ice
Other
I ~ r
il " ~t1" ...-j'
'/ I , I -,
Final Review By: --,J- /.~A...,:, ,_./. .L~~?+",c..';'m_-
~. ,.
S~
Print Date:
07/13/2007