SC-Town Center E8-LR 930727GectecJ3nicai Consu~ants
Materials Testing
!Concrete Cylinder Test Repo~
I
jProje.., Purchase Or~er
COPPELL ELEMENTARY SCHOOL # 7
INumDr " ~te o~ O~e~on ~ ~e
~ D3-080C-01-23527 ~Y 23, 1993 ~Y 27, 1993
·
, COPPELL I.S.D.
h~on
PIERS 06.8A.8, B7E, C10.2A.8, C10B2
~ K. A. SPaS CONT~CTORS, INC.
'
Supper
r ~TTIMORE i 6 { 410 . 098653
~M~ Numar iMk
lWea~er ~ndi~ons
- i
CL~ i 90 ~ 86
i~e Samoiee i Water
9:.45' ~ J 0.0 GALS
Physical Data
ACTUAL SPEC~F;CA~ONS
SLUMP (in.) 4
Concrete Cyiinder Test(s)
ACTUAL SPECIFICATIONS
No, I {Days) , Test Date, Cbs.) ] ~'s0 (ps~
74 7 07/30/93 70490 2490 3000
75 28 08/20/93
76 28 08/20/93
Geotechnical Consultants
Materials Testing
Drilled Pier Report
Project Purchase Order
COPPETrL ELEMENTARY SCHOOL ~ 7
Number Date of Observation Report Date
D3-080C-01-23363 JULY 16, 1993 JULY 27, 1993
To
COPPELL I . S . D .
8uild'.~g / Struc ture E n ghee r / T echnlcian
GEORGE BEALL (RONE)
SPECIFICATIONS ACTUAL
Shaft Penetration Foot- Shaft Depth to Penetraticn I Total
Test Pier No Diameter Diameter Bearing Depth
No (in.) (ft.) note (in.) Stratum(ft.) (ft.) i (ft.)
0203 B8J1 18 4.0 18 20.0 5.0 25.0
0204 B91G 30 4.0 30 20.0 5.0 25.0
0205 BSJ1.5 18 4.0 18 20.6 4.8 25.4
0206 BSG 30 5.0 30 20.0 5.3 25.3
0207 B7G. 5 18 4.0 18 20.0 5.0 25.0
0208 B7J1.5 24 5.0 24 20.0 5.5 25.5
0209 BSK 24 5.0 24 20.0 5.4 25.4
0210 BllJ 24 3.0 24 20.0 4.0 24.0
0211 B10J 24 3.0 24 20.0 3.4 23.4
0212 B10K 24 3.0 24 20.0 4.0 24.0
0213 B6K 24 3.0 24 20.0 4.3 24.3
0214 B5H5 30 3.0 30 20.0 3.2 23.2
0215 B9F 30 4.0 30 20.0 4.0 24.0
0216 B6J1.5 24 5.0 24 20.0 5.4 25.4
Remarks and/or Distribution
Notes: Depths are measured Irrom top of grot.nd surface ~r~less othenvise specified. Penetration denotes o~stance drilled btu
bearing strat~
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 GRAY SHAT.P.
' *ALL PIERS WERE TSX4PO~Y CASED
*REINRORCING ST~r. WAS IN ACCORDANCE WITH PROJECT RtDQU~S U.N.O.
*ALL PIERS WERE PLUMB, eLF. AN AND DRY U.N.O.
Rune Engineers
UMITATiCNS: We assume no reso~ns~billty for variation In auallb] (comoo$iflon. e.o~-earam:e..~en'ermance, e[c.) or any other feature of similar $ubiect
Rone Engineers RoneE
Geotechnical Consultants
Materials Testing
Drilled Pier Report
Project iPurchase Order
COPPEISL ELEMENTARY SCHOOL # 7
Number IDate ot Observation Report Date
D3-080C-01-23363 I JULY 16, 1993 JULY 27, 1993
To
COPPELL I. $. D.
mu~lo"~g / Structure Engineer / T ech~.ician
'GEORGE BEALL (RONE)
SPECIFtCAIIONS ACTUAL
Test Shaft I Shaft Denth to Total
No Pier No Diameter ! Penetration Foot- · Penetraticn
Diameter Bearing Depth
(h,) (fL) note (in.) Stratum(fL) (fL] (fL)
0217 B6J 24 5.0 24 20.0 5.4 25.4
Remarks and/or Distribution
Notes: Depths are measured from top of grcu~d surface ~less otherv.,ise specF~ecL Penetration denotes c~stance ddlled
bearfng strafl.m.
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)
' Rone Engineers
UMITATIONS; We a~Jume no re~c;ons~billty fot' vaJlelJorl ~n (3uaJlbf (ccmpoaiUoll. aouearance..--erfOrmance, cm.) or any Diner feature cf $imlla] subiect maLtel'
Rone Engineers F~o n e E n 'n ee r s
Geotechnical Consultants
Materials Testing
Drilled Pier Report
Project iPurchase Order
COPPEL~ ELEMENTARY SCHOOL
Number Date of Observation Report Date
D3-080C-01-23403 JULY 19, 1993 JULY 27, 1993
To
COPPELL I · S · D ·
Builc'~cj / S [ruc ture i En~neer / T ecl'n~an
~' GEORGE BEALL (RONE)
SPECIFICATIONS ACTUAL
Shaft I Shaft Der~th to Total
P enetr~ tion Foot- · P enetra tion
I
Diameter Eiearing Deo~
Test Pier No Diameter (I't) note ( ft ) ·
No (h.) (in.) Stratum(fL) (ft.)
i
0218 ClJ1.5 18 3.0 18 20.0 3.6 23.6
0219 B63E7 24 4.0 24 20.0 4.5 24.5
0220 C2JI.5 18 3.0 18 20.0 3.5 23.5
0221 B57F3 24 4.0 24 20.0 4.3 24.3
0222 C35J1 18 3.0 18 20.0 3.8 23.8
0223 C3G9 30 3.0 30 20.0 3.5 23.5
0224 C4G9 30 3.0 30 20.0 3.1 23.1
0225 B5G 24 5.0 24 20.0 6.0 26.0
0226 C4.5J1 18 3.0 18 20.0 3.7 23.7
0227 B6G 24 3.0 24 20.0 3.5 23.5
0228 C2J1 30 3.0 30 20.0 3.0 23.0
0229 C3J1 30 4.0 30 20.0 4.2 24.2
0230 B7J 24 5.0 24 20.0 5.0 25.0
0231 B71C 24 3.0 24 20.0 3.6 23.6
Remarks and/or Distribution
Notes: Depths are measured from top of ground surface ~tess otherwise specified. Pemetrsfion denotes c~stance ddlled into
bearing stratun~
COPPELL I.$.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 GRAY SHALE
· AT.T. PTERS WERE T~vS=ORARTT.y CASED
·REINFORCING ST~. WAS IN ACCORDANCE WITH PROJECT SPECIFICATIONS U.N.O.
· ALL PIERS WERE PLUMB, CT.PAR AND DRY U.N.O.
Rone Engineers
RoneEngineers RoneE n ineers
Geotechnical Consultants '
Materials Testing
Drilled Pier Report
Project IPurchase Order
COPPE~L ELEMENTARY SCHOOL # 7
Nu'nber ~Date of Observation Report. Date
D3-080C-01-23403 I JULY 19, 1993 JULY 27, 1993
To
COPPELL I.S.D.
8uild~g / $ [ructure i Ens'ineer / T ec~cian
I GEORGE BEALL (RONE)
SPECIFICATIONS , ACTUAL
Shaft PenetmUcn Foot-{ Shaft [ De~thto I PenetraUon Totm
Test Pier No Diameter I Diameter 8eadng Depth
No (~) (fL) note (irt) Stratum(fL) (fL) (f'L)
I J I
0232 BgM 42 4.0 42 20.0 4.6 24.6
0233 BT. 9M 42 4.0 42 20.0 5.6 25.6
Remarksand/or Distdbutlon
Notes: Depths are measured from top of ground surface cmless otherwise specified. Penetration denotes (3~stance ddlled i~to
bearing stra tur~
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 GRAY SHALE
*ALL PIERS WERE T~[~DP~kRILY ~
*REINFORCING STEEL WAS IN ACCORDANCE WITH PR(I.TSL-T SPECIFICATIONS U.N.O. ,,.~
*ALL PIERS'WERE PLUMB, CLEAR AND DRY U.N.O. -~6~one En~gl~ers
uMrrATICN$; We a~sume no resoonsiblll~ for vari&lJon in (luaJit~ (coml3o~on. a~3r..,earance. 13elforma,"lce. et¢.~ o1' a~y othe, fealul~ et similar aubiec~ malcter
Geotechnicai Consultants
Materia:s Tes:incj
Concrete Cylinder Test Report
Proie~. Purchase Oroer
COPPELL ELEMENTARY SCHOOL # 7
Number " 'Date of Obsem,-a~on ~Report Date
D3-080C-01-23418 I JULY 20, 1993 ! JULY 27, 1993
COPPELL I. S. D.
Loca~on
PIERS B5J1
K. A. SPARKS CONTRACTORS, INC.
Sup.~er iP~",~ iTruck 'Dc~et
LATTIMORE ! 7 ! 391 I 12372
M~ Numoer iMix g, escdpMon
Weamer Condi~ons Amb~e-m Tem~.ramre f:,~ con.ere Temperature
CLEAR 90 i 90
?~me Samc~ed I Water Acoed
3 :.3 O' PM I 0 . 0 GALS
IPhysical Data
ACTUAL SPE Gl FIC ATIO NS
SLUMP (in.) 4 1/2
Iconcrete Cyiinder Test(s)
ACTUAL SPECIFICATIONS
S .~u--~.;men Age I Test Date Tot Load i ComDresmive S'a'enqm Streng~ Required
NO. , (Days) I (]Ds.) ! (ps~ (psn
62 7 07/27/93 88015 3110 3000
63 28 08/17/93 ..
64 28 08/17/93
IA~ea 28.27 sq. in. BEALL (RONE)
AS,TM C 31 ASTM C 39 I
Remarks and/or Dis'mbution
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 RoneE 'neer
Geo~echnJca~ ConsuJtan~s
Mateda!s Testing
Concrete Cylinder Report
Test
'Proiect iPurchase Order
I COPPELL ELEMENTARY SCHOOL # 7
Number -' JDa~e of Observa~on IFlepor: Dine
D3-080C-01-23029 I JUNE 29, 1993 ; JULY 27, 1993
To
COPPELL I . S . D.
Loca~on
PIERS H-5 12, A-4 AB, A-6 AB
K. A. SPARKS CONTRACTORS, . INC.
SuDc~er ~ P~.ar¢, iTruck I'l'ici(et
LATTIMORE I 07 I 4Z4 ! ~.18~-8
Mix Number jMix Descdp~on
16
Weamer Conditions Ambie_nt., Temc~erature ¢'~ IConcr. e~e Temperature (°~
CLF. AR '! 90 ~. Sa
,.~me Samoled i Water Added
3.2: 25 PM ! 0.0 CALS
iPhysicat Data
ACTUAL SPECIFICAT]ONS
SLUMP (in.) 5 1/4
Concrete Cylinder Test(s)
ACTUAL SPECIFICATIONS
Specimen I Age [ Tot Load i Compressive S'tmng-'ln Strength Reduired
No. ~ (Days) ! Te~-t Date ~bs.) I (Ps0 (psi)
9 7 07/06/93 105000 3710 3000
10 28 07/27/93 119640 4230
11 28 07/27/93 114400 4050
12 HOLD HOLD
IAzea2s~7$~-~uI GEORGE BEALL (RONE)
AS ~';"M C 31 AS'TM C 39 I '
Remarks and/or D~nbution
COPPELL I.S.D./MICKE¥ ~ER (1), CITY OF COPPELL/~¥ DAVIS (1),
K. I. 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)
t Rone Engl' .~ L
UMFrAT~Oe4~: ~e [e~t ze,J~,~ M~,.en~cl he'etn ~ ~ ~ uG, on ~ $~)e(:a~ ~ln~ole,~ on~,~e4 ~' t~m:;. We e..~me r,o m'~ontJbiJtt'F fro'