SC-Town Center E8-LR 930913Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
Proiect Purchase Order
TOWN CENTER ELEMENTARY - COPPELL, TEXAS
Number Samole Date Report Date
D30800-01-24330 SEPT. 8, 1993 SEPT. 13, 1993
To
COPPELL I.S.D.
Received From T echr'qcian
TED NICHOLAS (RONE)
Test Moisture Content t%) Dens~t';,/ (12c,~) i Percent
Location Field OI3timum Proctor F;e!d i Dens,fy
53 NORTH DRIVE 36.0 34.0 82.3 78.3 95.0
50' WEST OF
HEART Z ROAD
LIFT/DEPTH SUBGRADE
MATERIAL LIME TRETD GRAY CLAY
54 NORTH WEST 35.0 34.0 82.3 80.0 97.0
PARKING LOT
NORTH EAST END
LIFT/DEPTH SUBGRADE
MATERIAL LIME TRETD GRAY CLAY
i 55 FIRELANE SOUTH OF 35.0 34.0 82.3 80.0 97.0
NORTH WEST
PARKING LOT
LIFT/DEPTH SUBGRADE
MATERIAL LIME TRETD GRAY CLAY
56 NORTH WEST 36.0 34.0 82.3 79.0 96.0
PARKING LOT
SOUTH WEST SECTION
LIFT/DEPTH SUBGRADE
MATERIAL LIME TRETD GRAY CLAY
Test Method ; Material
ASTM D 698 D 2922 D 3017
:
Remarks ~nd/or Distribution
COPPET,T, I.S.D./MTCKE¥ tULRPER (1), CITY OF COPPET,L/~¥ 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 (
Rone Engineers
LIMITAT:ONS: The .'est results Drese~llecl hef~lrl were prepareo based uoon .'ne soeclfic samoles prov,de<:l for !~.~. We assume no resoonsd3,iib/ for
v.q.~'lai~Jorl ~rl CIU&llb/ ICOl~lDOSttJon. aooem'ance. ~ertormance. etc.) or any omer feature of s~m,lar suOjecl: matter'131~ll~d by persons or conditions over wmcn
have no con[roi. Our levees anti reOolts are for ,.he exclusive use cf :he clients to whom :hey are aadressecl.
Rone Engineers
Geotechnical Consultants RoneE n.gj neer s
Materials Testing
Field Moisture/Density Test Report
Project
iPurchase Order
TOWN CENTER ELEMENTARY - COPPELL, TEXAS
Number Sample Date ~Report Date
D3080C-01-24330_ SEPT. 8, 1993 SEPT. 13, 1993
To
COPPELL I.$.D.
Received From i Technician
' TED NICHOLAS (RONE)
,-est ' Location Moisture Content (%) Density (pcf) ; Percent
No. ~ield ' Ootimum Proctor P;eld
[ i Dens~ty
57 EAST DRIVE 37.0 34.0 82.3 78.0 95.0
FRONT OF BUILDING
WEST SIDE
LIFT/DEPTH SUBGRADE
MATERIAL LIME TRETD GRAY CLAY
58 EAST DRIVE 37.0 34.0 82.3 78.0 95.0
FRONT OF BUILDING
EAST SIDE
LIFT/DEPTH SUBGRADE
MATERIAL LIME TRETD GRAY CLAY
Test Method Material
ASTM D 698 D 2922 D 3017
Rerrrarks and/or Distribution
COPPELL I.S.D./MICKEY HARPER (Z), CITY OF COPPELL/LARRY DAVIS (1),
K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), $.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 (
Rune Engineers RoneE 'neers
Geotechnical Consultants
Ma[edais Testing
Concrete Cylinder Test Report
Project_, Purchase Oroer
TOWN CENTER ELEMENTARY - COPPELL, TEXAS
Numl:>e_r .' Da~-_ ot Obsen, a~on !Report Date
D3-080C-01-23966 AUGUST. 14, 1993 I .qF. PT. 13, 1993
O
COPPELL I.S.D.
Loc~f~on
K. A. SPARKS CONTRACTORS, INC.
SupCer i?,a~t,, iTruc~
LATTZMORE ,I I 390 .~ ~28737
Mix Number iMix Descnpdon
38
Weamer Ccnditions lAmi::~em Temperature CF~ JConcre~e Temper-a~ure ?F)
!CT.EAR, SUNNY ~ 88 I 93.
,'~me Sam:31ec: I Water Acoed
~ 8'00 AM : 0 0 GALS
ACTUAL ' ' SPECIFiCA~ONS
SLUMP (in.) 6
Concrete Cylinder Test(s)
ACTUAL I SPECIFICATIONS
· ' : i Tot Load ICom, oressive S'4-eng'cl [ S~zencjt]l Re~uirecl
SOeC~,men ~ Age I Test, Date ~ I
No. i (Days) j I tbs.) j (ps~ , (ps~
130 '7 08/21/93 82000 2900 3000
131 28 09/13./93 91000 3220 :
1'32 28 09/11/93 87000 3080
i.nngMemod jTest Me.od !Sta~card ~' 1~
j~gi~r~nni~
~031 ~A~MC3s !~ea28~Tsq'in' J DAVID SMITH (RONE)
~s ~d/or O~b~on
COPPELL I.S.D./MICKEY ~PER (1), CITY OF COPPELL/~Y DAVIS (1),
K. A. SPaS CONT~CTORS, INC./E. J. WILLIES ([), S.~.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, [NC./E.J.WILL[~S ([)
Rone Engineers RoneEnainee
GeotechnJcal Consultants
Materials Testing
JConcrete Cylinder Test Report
IProie-at J Purchase Oroer
I TOWN CENTER ELEMENTARY - COPPELL, TEXAS
~Num~er -~ ID'am o~ Observ'a~ion Re.c~r~ D'am
· !D3-OaOC-O1-23966-A !AUGUST 14, 1993 SV. PT. 13, 1993
I COPPELL I.S.D.
Ko A.
SPARKS CONTRACTORS, INC.
I r TIMO . I
IML~ Number [Mix Descnpdon
Weamer Conditions !Amc~em Temc~ra~ure ¢.c-). ~Concrme Tem.c>eramre (°~
i CLEAR, SUNNY ' ~
· I 90 . 93
..FR~ ~me Sampled i Water Adoe~
~ 9:-27 AM ! 0 0 GALS
I '
,, hysicai Data
. ACTUAL SPECIFICA~ONS
SLUMP (in.) 5 1/2
Concrete Cyiinder Test(s)
ACTUAL ~
, SPECIFICATIONS
SC:~c~men
i
Age
i
Tot Loac~ Compressive Stmng~ St~eng~ Required
Test, Date i ~bs.) (psi') (~sB
No. i (Days) i · · .
133 7 08/21/93 100000 3540 3000
134 28 09/1]./93 93500 3310
I35 28 09/].]./93 95000 3360
Cunng Memod Test Memod jstand~'a 6' x 12' !E~gineer/'f'ecnnicia~
AS~'~vlO31 ASTMC39 I''~'eazs'2?m'in' I DAVID SMITH (RONE) !.
Remarks and/or Di~'m-~r'~on
COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1),
K. a. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), $.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::
I'
-
Rone Engineer,,
Rone Engineers RoneEn( !ineers'
GeotechnJcal Consu~ants
Ma[edals Testing
!Concrete Cylinder Test RepoK
I
Pro.mC't., JPurchase Order
TOWN CENTER ELEMENTARY - COPPELL, TEXAS I
NumOer .: Date of Obsen,'a~on Report Date
D3-080C-01-23966-B I AUGUST 14, 1993 ! .~.PT. 13, 1993
I.S D.
K. A. SPARKS CONTRACTORS, -INC.
Supper P'~-m Truck I~cKe£ ,
LATTIMORE 390 ! 128997
,Mix NumDe-r iMLK Desc~ptJon
38 I
Weaner Condit/ons AmDie?,. Tem.c~rat~ra ¢,~ iConm'.ete Tem.c. em.,ure (°F)
· CT.~, SUNNY . 96 i 94
~ ~ ~me Samcled i WaTer Adoed
i 10:00 ~[ i 0.0 GALS
IPhysical Data
ACIUAL $.
SLUMP (in.) 5 3/4
'Concrete Cylinder Test(s)
ACTUAL SPEClFIOA ONS
SpeCk. men ! Ac_e I i Tot Load i Comoressive St,'engtn Strencjlm Re~uirecJ
No. ! fDays) i Test Date ! (Ihs.) J ~--si') (ps~
136 7 08/21/93 8?000 3080 3000
137 28 09/11/93 115000 4070 .
138 28 09/11/93 116000 4100
Cudng Memoc~ Test Me,hod iStancJarcl 6' x 12'
~. . jA~ea 28.27 s(=. in. j Eng,neer/Tecnniman i:
ASTM ~31Remams and/orlASTM 039D~..a3.bu~on ' , DAVID SMITH (RONE)
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
UMfTA13(:~: ~e les( re~J~ ¢¢~.~,-~ hezmn we~ ~ be3e(~ UDCXt me $cMcff~¢ ~.am~,e,s I:w~ed ~ ~ar~. We
Rone Engineers
Geotechnical ConsuEants
Ma£edsis Testing
Concrete Cylinder Test Repor~
I
lPro~ct JPurcha~ O~aer
!Numoer .' j~teof Ol::~erv'abon JReport Date
,oD3-080C-01-23916 IAUGUST 13~ 1993 I SF. PT. 13, 1993
ICOPPELL I.S.D.
iLoca~on
AREA A, CAFETERIA SLAB
!K. A. SPARKS CONTRACTORS, INC.
SuD.~ier ; P[.ar~., ;Tn~ci< i~cke[
I '. i 315 ! 128007
LATTIMORE ~
iMk Numoer i,Mk D-es~ipdon
38
JWea~',er C. onciifions iAm:::~-e-nt Temperat'.-'re ,,~ iCon-,~'.e+.e Tem.oem,'ure
I ', i
! CLEAR, SUNNY = 84 : 90
~me Sampie~ i Water ACded
] 8:-15 AM ~ 10.0 GALS
',Physical Data
ACTUAL ' S PE CIFICA~ONS
SLUMP (in.) 5 3/4
Concrete Cylinder Test(s)
ACTUAL SPE Gl FlC AT10 NS
!Sc~ec:men Age ] Test, Date Tot Load i Com~3ressrve Sb-e-ng~ Str~ncj~-t Reouire<=
No. , (Days){ ~ (~bs.) i (psi) ~3s0
139 '7 08/20/93 115000 4070 3000
140 28 09/10/93 131000 4630 .
3.'41 28 09/10/93 123000 4350
Cunng lvlemoc~ jTest MeahodJJSta~aard 6' x 1Fin.
2s~7~. j DAVID SMITH (RONE)
A~ C 31 ~A~M C 3g
~s ~d/or D~on
coPP~ [.S.D./M[CK~Y ~PER ([), CITY O~ COPPE~L/~Y DAVIS ([),
K. A. SPaS CONT~CTORS, [NC./S. J. WILLIES ([), S.H.W. [.~.C./
MIKE E~ORE (1), S.H.W.I.N.C./JOE C~DDOCK, V.P. (1),
K. A. SPaS CONT~CTORS, INC./E.J.WILLI~S (1)
Rone ~glnters
Rone Engineers RoneE 'nears.
Geotechnical Consultants
Materials Tesdng
Concrete Cylinder Test Report
TOWN CENTER EL~ENT~Y - COPPELL. TE~$ , '
D3-080C-01-23916-A AUGUST ' 13, 1993~. S~PT. ~ 3, 1993
To
COPPELL I.S.D.
Supper IP~ T~ ;~c~e~
IM~ Numar IM~ ~pdon
IW~mer ~ndi~ons ~m Tem~ramre ¢~ i~e Tem~mmre
'I ~ ' '
CLX, S~NY ~ 88 ~ 91
~me S~21e6 i Wa~er
~9:~5 ~ ~ 10.0 GALS
Physical Data
ACTUAL SPEC:FICA~ONS
SLUMP (in.) 5 1/2
Concrete Cylinder Test(s)
ACTUAL SPECIFICATIONS
Soec~,men i Age i ; Tot Load i Comore.~,,e Streng~ STencjth Required
No. ! (Days) i Test, Date j (lbs.) J (,osO (ps9
142 7 08/20/03 100000 3540 3000
143 28 09/10/93 120500 4260
144 28 09/10/93 125000 4420
Cunng MeLt'to<3 ITest Me~hocl IStanca~ 6' x 1Z' IEngineer/Tec.,-tnic~an
ASTMC31 JASTMC39 ?ea2s.2?sq. in. ! DAVID SMITH (RONE)
Rem~_,'ks and/or Di~tnbu'~on
COPPELL I.S.D./MICKEY HARPER (1) , CITY OF COPPELL/LARRY DAVIS (1),
K. A. SPAi~KS 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
iJMITA,'~TaN~; .T~e te~ fe~ul~ ~ h~rmn ~ ~ ~ uoo~ ~ ~cm~a~: ~a,e~ D~:w,~m:~ fi~'l:e~a~c;. We ~z,~me r~ t~r~c~nsi~illty for
,o.e E.g .ee.. RoneE 'ineers
Geotechnical Consultants
Materials Testing
Concrete Cylinder Test Report
i TOWN CENTER ELEMENTARY - COPPELL, TEXAS ,
tNumoer ': iDa, re of Observ-a~n Reoor~ Da~e
ID3-080C-01-23916-B iAUGUST 13, 1993 ! ~I~.PT. 13. 1993
~r~OPPELL I. S. D.
jLc~a~on
AREJ~ A, KITCH~.N SLAB
Con~-a~or
K. A. SPAI~KS CONT'.ACTORS, INC.
!Sup.~er i P'~'. iTruck j'l'ici<et
I LATTIMORE ;
· i 410 ! 128147
i Mk Num::)er !Mk Description
38
NVeaV~er Conditions .Am~er~ Temc;erature CF)/ !Conc~.et, e Temperature (%-)
CLEAR, ST. TNNY ' i 92 i 93
r]qme Sam. ple,a'_ i Water
I 10:00 AM i 20.0 GALS
;Physical Data
ACTUAL SPEC~FiCA'F]ONS
SLUMP (in.) 5 3/4 :
!Concrete Cylinder Test(s)
ACTUAL SPEGIFiCA~ONS
z,~5 ;7 08/:~0/93 9~.000 3~-50 i 3000
~.~6 28 09/~0/93 ~.06000 3?so .
147 28 09/10/93 115000 4070
Cunng Method
jTe_~ Me.od S~,nda~'(~ 6' x 12'
iArea 28.27 sq. in. .
ASTMC31 IASTMC39 . i DAVTD SMTTH (RONE)
Remarks a~d/or D~-ou~on
COPPE~ I.S.D./MTCKE¥ EA~PER (1), CITY OF COPPELL/[J~/~R¥ DAVTS (1),
K. A. SPA_R~S CONTAACTORS, TNC./E. J. WILLIANS (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)
r