SC-Town Center E8-LR 931211 Rone Engineers F{o~ '[']ee['s
GeotechnJcal Consultants
Materiais Testing
Concrete Cylinder Test Report
Project IPurchase C~cler . :
TOWN CF. NTF. R FT.R~WF. NTA~Y -- CnPPWT.r. TEXAS I I
Number '; IDa~e of Observa~on }Report Date
I
I
D3-080C-01-74977 ~ NOV. 10, 1993 ' DEC. ll, 1993
To :
COPPF, T,L T.~.D. ·
Loca~on - '
FLOOR SLAB-AREA C-2ND FT.OOR-WF.~m WT~C~--~0'N & 65'E FROM SW CORNER OF *
K. A. SPARKS CONTRACTORS, 'INC. -
Sup,c~er P~r~'. Truck T~cket
LATT IMORE 6 370 102 ~ 89
Mix Number IMix DeSC~pdon
L-42
Weamer Condi~ons . IAmOient Temperature ¢,~ IConcre~e Temperature (°~
CLOUDY ~ ? 6 6
[~me Sampled J Water Aooed
I 7:33 AM I 0 0 GALS
|
IPhysicat Data
i .ACTUAL' " SPECIFICA~ONS
SLUMP (in.) 5 1/4
AIR ENTRAINMENT (%) 3.0
Concrete Cylinder Test(s)
ACTUAL t SPECIFICATIONS
328 7 11/17/93 81000 2870 3000
329 28 12/08/93 105000 3710 '
330 28 12/08/93 100000 3540
331 MOLD HOLD
Curing Method [Test Mefl~od Standard 6' x 12' Engineer/Technician
ASTMC3~ IASTMC3S Area 28'27 scl' in* GARY MOORE (RONE)
Remarks and/or D~-mbution -.
COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS i(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)
*AREA C (PLAN NORTH)
/~f' Rone Engineers '
Rone Eng'lneers RoneE 'neers'
Geotechnical Consultants -
Materials Testing -- -
Concrete Cylinder Test Report
Project
D3-080C-01-24927-A I NOV- 10, lqq~ : n~¢. ll, ~993
To
COPPELL I.S.D.
FLOOR SLAB - AREA C - 2ND FLOOR SLAB - NORTH WTMC~
K. A. SPARKS CONTRACTORS, INC.
Sup,~ier Ptant Truck . T~cket
LATTTMORR 6 ! 3. R1 1 09993
Mix Number lM[x Description
L-42
Weather Conditions . Ambiem Temperature ¢'F) concrete Temperature (°F)
CLOUDY
me SampJed I Water A0oed
9 :.13 ~jv[ ! 10.0 GALS
IPhysical Data
. ACTUAL'" SPECIFICATIONS
SLUMP (in.) 5 1/2
Concrete Cylinder Test(s)
ACTUAL SPECIFICATIONS
No. (Days) Test D.te pbs.)
332 7 11/17/93 100000 3540 3000 :
333 28 12/08/93 110000 3890 -'
334 28 12/08/93 108000 3820
335 HOLD HOLD
Curing Method Test Me~ocl Sta~da~cl 6' x 12' E~gineer/Technician
Area 28.2.7 sq. in. .'
GARY MOORE (RONE)
ASTM C 31 ASTM C 39
Remarks and/or Dis'm~ou~on
COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (I1),
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)
D~R'one Englneem
vefla0ort m auaJl['y (c,omoo.srOo~ aogemzmmc~ ~e. et.t~) o~ m't'y ol~er teex',Jm o/mmda/S.LlmeC:~ maAm' I~t'~e~ I~y persona m' C~dYOO,~S ~ wv'~iclt . .
Rone Engineers Rc)l~e E '["leers
GeotechnJcal Consultants
Materials Testing
Concrete Cylinder Test Report
Pr°iect IPurchase Oraer
TOWN CENTER ELEMENTARY - COPPP. T.T.,
I
Numt::~r " Da~e of Obser~,~tJon IRepo~ Date
I
D3-080C-01-24489 .~1.pq'. ~'~, 1 993 ' DEC. 11., 1.993
To
COPPELL I.S.D.
Loca~on
INTERSECTION NORTH AND EAST DRIVE
K. A. SPARKS CONTRACTORS, INC.
Supplier iPlab, Truck Ticket
I.~TTIMORE
Mix Numoer Mix Descfip~on
Wea~er Conditions . AmDiem Temperature ¢'F) Temperature (.°,~
CLEA~ , 8
i ~l~me Sampled I Water Acded
10.'00 AM ! 0.0 GALS
Physical Data
· ACTUAL' '- ! SPECIFICATIONS
I
sr,u~2 (±n.)' 5
Concrete Cylinder Test(s)
ACTUAL ! SPECIFICATIONS
Specimen[ Age J Tot Load I Corn[3ressive Sire ncj'fflI St~-engtJ'l Required
No. (Days) Te~t Date (lbs.) (ps~ (PS0
260 7 09/30/93 86000 3040 3000
261 28 10/21/93 83000 2940
262 28 10/21/93 74000 2620
263 56. 11/18/93 100000 '3540
Curing MethodjT~ Mel~od JSta~aaJ'd S' x 12' Engire~r/Tecnnician
JArea 28.27 sq. ~. j RANDY WORTHEN
ASTM C 31 IASTM C 39 t
Remarks a~d/or Dis~'~-tion
COPPELL I.S.D./MICKEY HARPER (l), 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 RoneE n ineers'
Geotechnica( Consultants
Materials Testing
[Concrete Cylinder Test Report
Project ]Purchase C~'cier ... i
TOWN CENTER ELEMENTARY - COPPP.?.T.,
Number -' Date of Observa~on Report Date ..
D3-080C-01-24489-A .qv. Pq~. 71, I 993 ! P~C. ! !, ~ 993
To
COPPELL I.S.D.
Lock, on
INTERSECTION OF HEARTS AND NORTH DRTVV.
Conlrac;or
K. A. SPARKS CONTRACTORS, -INC.
Supplier Iplant. ITruck '13cket
LATTIMORE
Mix Numoer Mix Desc~pl~on
CLEAR '!
~me Saml3Jed I Water Acded
! 12': 0'0 NOON ! 0.0 GALS
iPhysicalData
· ACTUAL' · SPECIFICATIONS
SLUMP (in.) 5 1/2
I
Concrete Cyiinder Test(s)
ACTUAL SPECIFICATIONS
. No. I (Days) Test Date Obs.) , ~-s~ (ps~
I t I I
264 7 09/30/93 i12000 3960 3000
265 28 10/21/93 78000 2760
266 28 10/21/93 80000 2830
267 56. 11/18/93 100000 '3540
Cunng Me,nod Test Method JStandard 6' x 12' Engineer/Technician
ASTM C 31 ASTM C 39 I,%J'ea 28.2.7 sq. in. RANDY WORTHEN
Remarks and/or Dis~u~'oufion
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 .