SC-Town Center E8-LR 930714Rone Engineers RoneE nc ineers
Geotechnical Consultants
Materials Tes?ng
!Concr&te Cylinder Test Report
! IPurchase Oraer
~Prolect
COPPELL ELENENT~RY SCHOOL # 7
Number D~te of Observa~on Report Date
D3-080C-01-23187 JULY 7, 1993 ! J'ULY 14, 1993
COPPELL I.S.D.
Loca§on
PIERS A22AS, A23AS, AND A18AN
C,o~-~or
K. A. SPARKS CONTRACTORS, INC.
Su~e~TiMORE ~P'~r~ T~uc~ l~cke!
06 10 098158
Mix NumOer IMbx Descn, p~on
16
JWeat,her Condi~ons . IAmb~ent Tem=)erature (°F) IC<>nc~, ere Temperature (o.c),
I CLEAR i 8 4 i 8 6
i~me Samoled ! Water Adoe<:l
1: 3 o PM I 0.0 GALS "
Physical Data
ACTUAL ' ' SPECIFICATIONS
SLUMP (in.) 4 1/4
Concrete Cyiinder Test(s)
ACTUAL SPECIFICATIONS
SPeCimen Age [ Test Date i TotLoad I ComDressive Slz~ncj~ Stzancjth Req. uirecl
No. , (Days) ! 0bs.) (ps~ (psi')
29 7 07/14/93 88581 3130 3000
30 28 08/04/93
31 28 08/04/93
32 HOLD HOLD
C~ring Me.od Test Me~ocl Sl~ncard 6' x 12' IEngineer/Technician
ASTMC31 ASTMC39 Area 2S~T sq. kl. [ GEORGE BEALL (RONE)
Remarks and/or Distnbtrtion
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)
UMITA'I30~S: The te,s~ te,sul~
Rone Engineers F:{ o n e E~ nai nee
Geotechnical Consu~ants
Ma[eriaJs Tesdng
lConcrete Cylinder Test Report
Project, JPurchase OrDer
COPPELL ELEMENTARY SCHOOL # 7
NumOer -' iDaxe of Observation IRe.cx~rt D~e
D3-080C-01-23164 I JULY 6, 1993 ! JULY 14, 1993
I COPPELL I.S.D.
iLoca¢on
PIERS A15AS, A16AS, AND A19AQ
K. A. SPARKS CONTRACTORS, INC.
Supplier I?.an: Truck
LATTIMORE ! 06 390 098124
M~x Number IM~x Description
Weather Condi~ons !Am::,~-m Tem~erar. -'re (°F) !Conch, ere Temperature (o~
CL~ 'I 88 i 84
'Erne SamDte~ i Water ACo~
10.-50 AM
Physical Data
. ACTUAL' i SPECIFICA~ONS
SLUMP (in) 4 1/2
Concrete Oyiinder ies~(s)
ACTUAL t SPECIFICATIONS
No. J (Days) : , (~bs.), (,(,(,(,~ .. (.os~
25 7 07/13/93 94984 3360 3000
26 28 08/03/93
27 28 08/03/93
28 HOLD HOLD
Cudng Method Test Me,nod Stsnda~cl ~' x 1~" jEngineer/Technician
~C31 ASTMO3S ~ea28~7~.~ { GEORGE B~LL (RONE)
R~s ~d~or D~n
COPPELL I.S.D./MICKEY ~PER (1), CITY OF COPPELL/~Y DAVIS (1),
K. A. SPaS CONT~ORS, 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~ORS, INC./E.J.WILLI~S (1)
GeotechnJcai Consultants
Ma[edais 'Testing
IConcrete Cylinder Test Repo~
Proje~ JPurchase Oroer
COPPELL ELEMENTARY SCHOOL # 7
Numl~er D~te of Observa~on Report Date
LD3-080C-01-23120 JULY 2, 1993 JULY 14, 1993
Fo
COPPELL I.S.D.
Loca~on
PIERS Ai4AK, A3AE, A1AC, A5AF
K. A. SPARKS CONTRACTORS, INC.
SupCer 1P%6 ITtuck ITicke''
I LATTIMORE . I 332 ! 098085
Mix Number IMk Descdp~on
Weamer Conditions IAmbS,m, Temoerature ?F) Concrete Temoemture (°F')
CLEAR ! 84 '86
r~me Sam~le~ Waler Aooed
11:15 AM 0.0 GALS
:Physical Data
. ACTUAL SPECIFICATIONS
SLUMP (in.) 3 3/4
Concrete Cylinder Test(s)
ACTUAL ! SPECIFICATIONS
· i To, Lo.O i CO.-.or~~. St~o~ i St~'anCJl~l Required
S .o~c~.;men Age J Test Date '
No. , (Days)! (lbs.) (~sO (ps~)
21 7 07/09/93 89146 3150 3000
22 28 07/30/93
23 28 07/30/93
24 HOLD HOLD
AS'TM C 31 IASTM C 39
Fle~rtarks and/or D~-grmbt.~don
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 Engl' ~rs
RoneErtgineers RoneEn ineers
Geotechnical Consultants
Materials Testing
Drilled Pier Report
Project IPurchase Order
COPPEL~ ELEMENTARY SCHOOL # 7
Number Date Of Observation Report Date
D3-080C-01-22997 ! JUNE 28, 1993 JULY 14, 1993
To
COPPELL I.S.D.
Builc~g / Structure En~'i~eer / Technician
SECTION A JASON BRIMINGHAM
SPECIFICATIONS J ACTUAL
Sha)'t Penetration Foot- I ShaCt Depth to I Penetration Tob~l
Test Pier No Diameter I Diameter BearingI (ft.) Depth
No (~) (fLl note (in.) Stratu'n(fL) (fL)
0021 AB Ail 24 2.0 24 21.2 2.1 23.3
Remarks and/or Distribution
Notes: Depths are measured from top of grou'td s~rface u~less otherwise specified. Per~trat~on denotes cistance drilled
bearing strabj'n.
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)
=~:=RRone Engineers
UMITATION$: We a.~$ume no r~lpOml~hlllt'y for v~rle~Jorl in quaJity (c~mooselon, aaueanmce, ;er/ormlnce, eu=.) or any (~th~' fe~u~'e cf ~11~1[ SUDiKt m;ll~et
~rovicMd ~ ~1 ~ co~l~e ~ w~h ~ ~ ~ ~. Our I~ ~ ~ ~ff for ~ ~¢lu~ ~ of CJJ~ ~ ~ ~ ~ ~,
Rone Engineers Rone 'neers
Geotechnical Consultants
Materials Testing
Drilled Pier Report
Project Purchase Order
COPPEI~L ELEMENTARY SCHOOL # 7
N~nber Date of Cbservaticn Report Date
D3-080C-01-22997 JUNE 28, 1993 JULY 14, 1993
To
COPPELL I.S.D.
Ekild'r~g / Structure Eng~,eer / Technician
SECTION A JASON BRIMINGHAM
SPECIFICATIONS ! ACTUAL
Shaft Penetration Foot- Shaft Depth [o j Penetraficn Total
Test Pier No Diameter Diameter Be3rin,§ Depth
No (itL) (ft) note (in.) Strar. um(ft.)I. (ft.) (ft)
0007 AI~ Al5 24 2.0 24 20.3 2.3 22.6
0008 AI~ Al4 24 2.0 24 20.1 2.0 22.1
0009 AL Al6 18 5.0 18 20.3 5.6 25.9
0010 AL Al7 18 3.0 18 20.1 3.0 23.1
0011 AL Al9 18 3.0 18 20.2 3.0 23.2
0012 AL A20 18 4.0 18 20.1 4.2 24.3
0013 AL A22 18 3.0 18 20.2 4.0 24.2
0014 AD Al4 30 3.0 30 '~i~. 0 3.0 24.0
0015 AC Al4 30 4.0 30 20.1 4.0 24.1
0016 AN Al5 24 6.0 24 20.2 6.2 26.4
0017 AN Al4 24 2.0 24 20.4 2.1 22.5
0018 AP Al4 24 2.0 24 20.3 2.1 22.4
0019 AB Al4 30 2.0 30 20.6 3.0 23.6
0020 AB Al3 24 2.0 24 21.0 2.0 23.0
Remarks and/or Dist. dbution
Notes: Depths are measured from top of gro.~d surface unless otherwise spedr~c~ Penetration denotes cl~stance ddlled hid
beadng stratun%
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)
BEARING MATERIAL: DARK GREY SHALE
ALL PTk~S WERE PROPERLY CASED U.N.O.
REINFORCING ST~. WAS IN ACCORDANCE WITH PR~ SPECIFICATIONS
ALT. PIERS .WERE PLUMB, CLWAN AND DRY U.N.O.
Rone Engineers
I IMITA'F]~NS; We assume no respons~Dility for variarJon In quaJlt~ (comoos~tton. a~3uearance, l:erformance, e',c.) or am/other feature Of aJmllaZ auolect maffer