SC-Town Center E8-LR 931018 Rone Engineers F;{ o
Geotechnical Consu~ants
Materials Testing
!Concrete Cylinder Test Report
IProject_, IPu~m~se Order
.~ TO~ CENTER EL~T~Y - COPPELL, TE~S
ilion
I K. A. SPaS CONT~CTORS, .INC.
ISup~er ~P~m ;Tr~c~ i~cke~
I
i ~TTIMORE : 332
8:30 ~ ~ 0.0 GALS
?hvsicai Data
AC/UAL
SLUMP (in.) 5 1/2
Concrete Cylinder Test(si
ACTUAL SPECIFICATIONS
?PemmenI Age I Te, Load i ComCress~e S"~ng~
No. (Days) j Tm Date Obs.) f~O (ps~
188 7 09/24/93 102000 3610 3000
189 28 10/15/93 125000 4420 .
190 28 10/15/93 130000 4600
191 HOLD HOLD
IOuring Me,nod [Test Method S~ndarcl 6' x 1Z' j~='~girteer/Tecnnician
· ,-xr,~ ~.2.7 sq. in. i RANDY WORTHEN
!AS ~'~1 C 3~ IASTM C Se ! .
~Remarks and/or D~-'mbu~on "
I COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1),
K. A. SPARKS CONTRACTORS, ZNC./E. J. WILLIAMS (1), S.H.W.I.N.C./
MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1),
K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1)
Rone Engineers .
uMI'TA'rx~: ,The te~
,,
Rone Engineers R 0 ' nee r s
geotechnJcaJ Consu~ants
Materiais Tesdng
!Concrete Cylinder Test Report
jPro~'t., IIPUrCnaSe Oraer
J TO~T~CENTER ELEMENTARY - COPPF. T,$, TF. XA.~ I
INum~ 'i IDate of Ot:~ser'vation Report Date
iLoc~an
! NORT~ ~I~G, 40' $0~ ~ROM T~. NORT~
~W~her ~noi~ons
~me S~i~ i Water Aoo~
~Physicaf Data
ACTUAL " SPECIFICA~ONS
SLUMP (in.) 5
Concrete Cyiinder Test(s)
' ACTUAL SPECIFICA~ONS
Spedmen; Age I i To', Loao i Compressrve St~en~', Strencj~ ReQuired
192 7 09/24/93 83000 2940 3000
193 28 10/15/93 97000 3430
194 28 10/15/93 96500 3410
195 HOLD HOLD
Rone Engineers
Rone Engineers
Geotechnical ConsuEants
Materials Testing
!Concrete Cylinder Test Repo
~Purcnase C~cier
Project,
I TOWN CENTER ELEMENTARY - COPPELL, TEXAS
JNumC~' " D~e of Observ~ion !Re.oort D'~te
! D3-080C-01-24412-B SEPT. 17, 1993 ! Oc'P. I 8, 1993
~ COPPELL I S D.
Lotion
NO~TH ~l~ING~ GO' SOU~H ~OM THE NO~H ~-ND
J K. A. SPARKS CONTRACTORS, .INC.
Suppt]er ,.~.a~,, itt- ,c~ ,-Scke:
LATTIMORE i 332
IM[x Numoe¢ ,MLx Descn, p~on
l.A~-n bfierit Temc~ralure~'%~, !Concce~e Temoe:~.'ure..,. o ?.~.
Weasher CoDd[~on$
CAF. AR 'i
i~ ~r~me Samolea Water Acted
10:50 AM 0.0 GALS
iPhysical Data
ACTUAL i
SLUMP (in.) 5 1/2
ICo,qcrete Cyiinder Test(s)
ACTUAL ! SPECIFICATIONS
$oeC:men { A~e I Tot Load i Com~resaJve S~'~ng~1 I $~'e. ng-J~ Reouired
196 7 09/24/93 87000 3080 I 3000
197 28 10/15/93 110000 3890
198 28 10/15/93 108000 3820
199 HOLD HOLD
Oanng Memod jTest MetJ-.:x:l S~anc=cl ~' x 1~' I~ng~neer/q'ecnnician
ASTlVl C 3~ JASTM C 39 Az'e~ 28~.7 so. in. j RANDY WORTHEN
Remarks and/or
COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1),
K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W. I.N.C./
MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1),
K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1)
Ro.e E.g~.e.,s R o n e E n a J n e e r s
Geotechnical Consultants
Ma[edais Testing
IConcrete Cylinder Test Report
1Projec-~, Purchase O~oer
I TOWN CENTER ELEMENTARY - COPPELL, TEXAS ,
Numoer "ii'ate of Obsecv-~on Report Date
D3-080C-01-24412-C ! SEPT. 17, 1993 OcT. 18, 19qq
To
COPPELL I.S.D.
Loc:~on
NORTH PARKING, 80' SOUTH FROM THE NORTH END
K. A. SPARKS CONTRACTORS, INC.
;Ticket
Supplier !Pta?,, iTruck
U~TTIMORE I i 41o ,
ilMix Numc>er MLx Der=cn, o~on
iWeatner Condibons I.Ambie.~, Temc~erature CF) Ce, ncr. me Tempera;ure
!CLEAR ! ,
..qSme Sam~,'ecJ i Water A¢oed
1/,:40 AM ~ 0 0 GALS
?hysicai Data
. ACTUAL' ' S?ECIF!CATIONS
SLUMP (in.) 6
Concrete Cylinder Test(s)
AC~JAL SPECIFiCA~ONS
'S.c~;;men i Age I Tot Loa~ I ~mpressWe St3'eng~ S~ncj~ R~uir~
No. ! (Days) ! Tes~ Date dbs.) ; ~ (ps0
200 7 09/24/93 84000 2970 3000
201 28 10/15/93 109000 3860 -
202 28 10/15/93 103000 3640
203 HOLD HOLD
Curing Method Te~ Me~'~x~ ~Stanca~'a S' x !~
,~e~ 2S~7 sq. n. ; ~DY WORTHEN
~ C 31 JASTM C 39 i
l~s ~d/or ~b~on
COPP'ELL I.S.D./MICKEY ~ER (1), CITY OF COPPELL/~Y DAVIS (1),
K. A. SPaS CONT~CTORS, INC./E. J. WILLIES (1), S.H.W.I.N.C./
MIKE E~ORE (1), S.H.W.I.N.C./JOE C~DDOCK, V.P. (1),
K. A. SPaS CONT~CTORS, INC./E.J.WILLI~S (1)
Rone ~glneem
.o.e s.C.-,. R o ne E n ' nee r s,
GeotechnJca{ Consultants
Materials Testing
Concrete Cylinder Test Report
iProjec1_. PurCna.~e Ofc~er
! TOWN CENTER ELEMENTARY - COPPELL, TEXAS
{NumOer -' Da~e of Observ~on iReport Da~e
I D3-080C-01-24412-D SEPT. 17· 1993 I O('T. 18, 1993
F°COPPELL I S.D
t NORTH PARKING, 100' SOUTH FROM THE NORTH END
~ K. A. SPARKS CONTRACTORS, INC.
!Sup¢ er ~ F~n~, itt-. ,¢k i~cK e
! LATTIMORE ! 308
liMix Num=~er . Mix De~,p'don
iWea~ner Condibons !Am,-merrt Temperat*Jre ¢.¢), Concrete Tempera;ure
CLEAR
.. -~me Sam,~,led i Water Acoed
i 12:20 PM i 0.0 GALS
;Physical Data
. ACTUAL' - SPECiFiCATIONS
SLUMP (in.) 5 1/2
IConcrete Cyiinder Test(s)
AC'FOAL SPECIFICA~ONS
S%:en j Age : Tot Load ~ Comc~ressive S~-~nq~l S~'snc3~ Required
' i (Days) i Test Date , Obs.) i (ps0 (ps~
204 7 09/24/93 80000 2830 3000
205 28 10/15/93 105000 3710 .
206 28 10/15/93 103500 3660
207 HOLD HOLD
ICunng Metnoa jTes~ MeU~od Is~-~aar~ ~' x 1~
s~.
~ C 31 ~A~M C 3S ¢~ea 28~7 [ ~DY WORTHEN
R~s ~d/o¢
COPPELL I.S.D./MICKEY ~ER (1), CITY OF COPPE~/~Y DAVIS (1),
K. A. SPaS CONT~CTORS, INC./E. J. WILLIES (1), S.H.W.I.N.C./
MIKE E~ORE (1), S.H.W.I.N.C./JOE C~DOCK, V.P. (1),
K. A. SPaS CONT~CTORS, INC./E.J.WlLLI~S (1)
I
Rone ~gtneem
no. RoneEnaineers;
Geotechnical Consu~ants ~ [ . '
Materials Testing
IConcrete Cylinder Test Report
iProiect_, ~P~e ~aer
TO~ CENTER EL~ENT~Y - COPPELL, TE~S
~N~ " ~e ot O~e~on I!~ ~e
D3-080C-01-24412-E ~ SEPT. 17, 1993 : OCT. ~8, ~993
To
COPPELL I.S.D.
NORTH P~ING, 120~ SOUTH FROM THE NORTH ~D
K. A. SPaS CONT~CTORS, .INC.
. ~.~Sup~er ;~ Tr~c~ ~cket
~TT IMORE
M~ Numar IM~
~.~m~ Tem~ramre
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' 0 0
:45 PM i -
~hysicai Da~a
ACTUAL SP_C,F,~ONS
SLUMP (in.) 5 3/4
I
Concrete Cyiinder Test(s)
ACTUAL SPECIFICATIONS
:Sc>~cimen i Age I Tot Load ! ~mpresa~e S~ng~ S~ng'~ R~uir~
' ' No.
208 7 09/24/93 85000 3010 3000
209 28 10/15/93 97000 3430
210 28 10/15/93 97500 3450
211 HOLD HOLD
C~nng Metnocl Test Mefl3ocl ISl~n~-ard 6' x 12' Eng~n~er~Tecnnician
AS,-Tvl C 31 ASTM C 39 iA~ea 28.2.7 sq. in. ! RANDY WORTHEN
fierrta~$ ancl/or Q~lbUlJon
COPPELL T.S.D./~ICKE¥ ~ER (1), CTT¥ OF COPPELL/L~q_R¥ DAVTS (1),
K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W. I.N.C./
MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1),
K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1)
Rone Engineers
Geotechnical Consu~ants
Ma[edais Testing
IConcrete Cylinder Test Repo~
)Pro~,'t,,TOWN COPPELL, iP~c~ase Order
CENTER EL~ENT~Y - TE~S
D3-080C-01-24438 I SEPT. 20, ~993 ' OCm. 18, 199~
COPPELL I.S.D.
ILion
SPaS
CONT~CTORS
INC
'p~ ~T~ck ~cke~
~TTIMORE
~Mk Numar jM~
W~er ~ndifions
~me S~pl~ i Water
7:20 ~ ~ 0.0 GALS
~Physical Data
ACTUAL SPECIF!CA~ONS
SLUMP (in.) 5 1/2
Concrete Cylinder Test(s)
ACTUAL SPECIFICATIONS
!S.oec~;men I Age i Tot Load ~moressNe ~ S~ncj~ R~uir~
No. ! (Daw} Test Date i ~bs.) ~ (psfl
212 7 09/27/93 85000 3010 3000 .
213 28 10/18/93 98000 3470
214 28 10/18/93 103000 3640
215 HOLD HOLD
iea 28~7 so. in. I~g~neer~hni~
IASTM C 31 !A~M C 3S { RANDY WORTHEN
Rerr~s ~d/or D~lnb~on
COPPELL I.S.D./M[CKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1),
K. A. SPARKS CONTRACTORS, [NC./E. J. WILLIAMS (1), S.~.W. [.N.C./
MIKE ELMORE (1), S.H.W. [.N.C./JOE CRADDOCK, V.P. (1),
K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1)
Rone 5ng'ineers
Geotechnical Consultants
Materials Testing
!Concrete Cylinder Test Report
[ TOWN CENTER ELEMENTARY - COPPELL, TEXAS
iNumi:~r .- IDate of Ol:~e~l~on iReport D~te
[ D3-080C-01-24438-A I SEPT. 20, 1993 : OCT. I 8
Fo
I COPPELL I.S.D.
SLAB AREA B
K. A. SPARKS CONTRACTORS, INC.
Sup.c~ e r i P'.m'n I
LATTIMORE ]
Mix Numoer ;Mix
i
I
Weaner Conditions iAmb'~r:t Tem!:~ra~ure
CLEAR i 79 I 76
~me Sampled , Wa~r
8:50 AM : 0.0 GALS
Physical Data
ACTUAL ' SP_C,~-~,~A~ONS
SLUMP (in.) 5
Concrete Cylinder Test(s)
AC ~--dAL SPECIFICATIONS
~Soec~men Age ', Test Date ] Tct Load Compressive S1~n9'~ Strencj~'t Required
No. (Days) ~ ~ ~bs.) ~ [~
216 7 09/27/93 86500 3060 3000
217 28 10/18/93 106000 3750
218 28 10/18/93 101000 3570 ~
219 HOLD HOLD }.
~dngcMe~31 [A~MiT~ Medic 39 ~ea 2e~7 ~. ~ il ' ~DY WORTH~ )~:
. ~
'~s ~/or D~on -
COPPELL I.S.D./MICKEY ~ER (1), CITY OF COPPELL/~Y DAVIS (1), ;
K. A. SPaS CONT~CTORS, INC./E. J. W~I~S (~), S.H.W.Z.N.C./ , ~
MIKE E~ORE (1), S.H.W.I.N.C./JOE C~DOCK, V.P. (1), .~
K. A. SPaS CONT~CTORS, INC./E.J.WILLI~S (1) ,
, ~
/~ Rone ~gineem ~.
Rone Engineers
Geotechnical Consu~ants
Materiais T~dng
Concrete Cylinder Test
TO~ CENT~ EL~ENT~Y - COPPELL, TE~S
~ D3-080CL01-24438-B ~ SEPT. ~0, 1993
COPPELL I. S. D.
L~on
S~B ~ B
K. A. SPaS CONT~CTORS, INC.
' ~TTIMORE
W~mer ~ndi~ons l~m~ Tem~ra~re
CL~ '~ 8[ ~ S2
~me S~,~ i Water Aco~
I 10:00 ~ , 0.0 GALS
;P, .ys~ca~ Data
( -
, -ACTUAL ' SPECIFICA~ONS
' SL~P (in.) 5 [/2
,Concrete Cylinder Test(s)
i ACTUAL SPECIFiCA~ONS
~S~en Ji Age I~ T~ ~te ~i Tot Load
[ No. (Days) ~bs.) ~ ~ (ps~
220 7 09/2?/93 100000 3540 3000
221 28 10/18/93 120000 4240
222 28 10/18/93 116000 4100
223 HOLD HOLD
i Cunng Mstnocl Tes~ Memod ;Su~n~.a~d S' x 12' iFSnGineer/Tecnnician
IArea 28.27 so. in J RANDY WORTHEN
J~ C 31 JASTM C 39 i .
Remarks and/or D~,nbUl~On
COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1),
K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./
MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1),
K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1)
Rone Engineers RoneEn ineers
Geotechnical Consultants
Materials Testing
iConcrete Cylinder Test Report
I Purcf~ase O~der
I
TOWN CENTER ELEMENTARY - COPPELL, TEXAS
Number " I Date ot Observation . Report Date
D3-0800-01-24438-0 I S:EPT. 20, 1993 I OCq'. 18, 1993
F o
COPPELL I · S. D.
SLAB AREA B
K. A. SPARKS CONTRACTORS, INC.
Su.o.c~er ~P~nt Truc~.
LATTIMORE ~
I '
IMix Number iMix D~pdon
Weather CondiMons !Ama-em Temperature ¢'F) i Concr. ete Temperature f.°.~
CLEAR : 86 i 84
i~me Sampled Water Accl-~3
11:10 AM 0.0 GALS
,, ~,ysk.¢l Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5 3/4
Concrete Cylinder Test(s)
ACTUAL S P EClFIC AT1ONS
ISo ecimen Age Tot Load ! Compressive S~encj~ St~enc3~, Recluire~J
' No. I (Days) Test Date ,~bs,) I ~j3s~ (psr;
224 7 09/27/93 102000 3Gl0 3000
225 28 10/18/93 124000 4390 .
226 28 10/18/93 128000 4530
227 HOLD HOLD
t
:
!Stan,~.ard I F~ngineer/Tecnnic. an
Cunng Metnocl ',Test Mefl3od 6' x 12'
lASTNlC,31 IASTMC3G iA[ea2,'27sq'iru I RANDY WORTHEN !i -~
Remarks a~d/or D~-mbu~on t
COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1), ~
K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ ~
MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1),
K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) I
Geotechnicsl Consultants
Mated.~is Testing
Concrete Cylinder Test Repo~
Proj~ ~P~ ~der
TO~ CENTER EL~ENT~Y - COPPELL, TE~S
~N~ " ~e of O~on
D3-080O-0~-24438-D S~. 20, lgg3 I o~m. 18, lggl
~o
CO~ Z.S.D.
~o~ I.
~ A. S~S CO~C~ORS, .
Su~ er
~TTIMORE ~ ! 414
M~ ~um~r
iWeamer ~nOi~o~ ~m Tem~ramre ~ ~e Tem~mre (~
C~ , 9 2 ,' 8 6
~me S~DI~ i Water
~2:~0 ~ ~ 0.0 GA~S
Physicai Dat~
ACTUAL SP~ CIFICA~ONS
SLUMP (in.) 5
Concrete Cyiinder Test(s)
ACTUAL SPECIFICATIONS
Soecimen I Age i .. Tot Loa~ i Compresarve Slrencj~n Strsncjl~ Required
· ~ (Days) I Test. Date i fibs.) ~ .~-'s~ (ps~
No. ~ ~ { . ,
228 7 09/27/93 104000 3680 3000
229 28 10/18/93 115000 4070 .
230 28 10/18/93 115000 4070
2 31 HOLD HOLD
Cunng Met~cx= iTest Mel~od ISt=ncard ~' x 12' !Engineer/Tecnnician
!A~ea 28~7 sq. in. RANDY WORTHEN
As,--~ c 3~ iASTM C ~s i i
Rerrm_.rks and/or D~smbu'~on
cOPPELL I.S.D./MICKEY HARPER (1) , CITY OF COPPELL/LARRY DAVIS (1),
K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W. I.N.C./
MIKE ELMOR~. (1), S.H.W.T.N.C./JOE CRADDOCK, V.P. (1),
K. A. SPARKS CONTRACTORS, TNC./E. J.WTLLIAMS (1)
Rone Engineers Rone 'Fleers
Geotechnical Consultants
Materials Testing
!Concrete Cylinder Test Report
Pro~'t Purc~as~ Order
TOWN CENTER ELEMENTARY - COPPELL, TEXAS
NumOer -' IDle of Ol::~on IRepor~ D'~e
D3-080C-01-24438-E 'I SEPT. 20, 1993 I OC'q~. 18, 1993
To
COPPELL I.S.D.
Lc>ca~on
SI_JLB ~F_J%. B
K. A. SPARKS CONT. RACTORS, .INC.
i'T~¢ket
Sup.O6er ! P~,ai~,, iTruCk I
MiX Nurn~er !Mix Desc~p~on
Wea~er Cor. aiMons !A;ni:~er~ Yerni:~sra~ure ¢'~ iOoncrem Tempera,'ure
CLEAR 93 : 90
~T~me Samo~e~ ; Wa~er Acde~
.1.:05 ~ 0.0 GALS
Physical Data
ACTUAL ' '- SPECIFICATIONS
SLUMP (in.) 5 1/2
Concrete Cyiinder Test(s)
ACTUAL SPECIFICATIONS
. , Tot Load I Compressive S'4'en¢ Strenc3bh Required
Scec'~;men I Age i Test Date
No.
232 7 09/27/93 101000 3570 3000
233 28 10/18/93 125000 4420
234 28 10/18/93 121000 4280
235 HOLD HOLD
Curing Method Test, Mefflcx~ ISmnCar~ 6' x 12' IEng~neer/Tecnn~an I,-~ea 28.2.7 sq. in.
AS~'~ C 31 IASTM C 3S i I RANDY WORTHEN
Remains an<~/or Oism-ou~on
COPPW. LL z.S.D./M'rCKE¥ HARPER (1), C'rT¥ OF COPgELT./LARR¥ DAVTS (1),
K. A. SPARKS CONTRACTORS, TNC./E. J. WTLLTAMS (1), S.H.W.T.N.C./
MTKE ELMORE (Z), S.H.W.I.N.C./JOE CRADDOCK, V.P. (Z),
:K. A. SPARKS CONTRACTORS, ZNC. / E. J. WTLLTAM$ (1)
Rone Engineers