SC-Town Center E8-LR 930719RoneEngineers RoneEn 'nears
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
Proiect ,Purchase Oreer
Number i Sample Date IReport Date
Dq0R~(~-01-?~120 JULY 2, 1993 ! JULY 19, 1993
To
~CaPPl~.T,T, T. ~. 13.
Recerved FrOm i Technician
GEORGE BEALL (RONE)
Test ! Moisture Content (%) Density (pcf) . Percent
,,,o. Location i Field Optimum ~ rooter Field ,i Oensit.¢ .
24 21' WEST OF WEST SIDE 8.0 0.0 99.5 106.5 107.0
OF INLET BOX, 45" STA.
SEWER LINE
LIFT/DEPTH 1ST LIFT
MATERIAL TAN SANDY CLAY
25 12' WEST OF WEST SIDE 15.0 15.8 109.7 109.0 99.0
OF INLET BOX, 48" STA.
SEWER LINE
LIFT/DEPTH FINAL
MATERIAL DK GR & BR SA CL
Test Method i Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
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 (
RoneEngineers RoneEn ineers
Geotechnical Consultants
Materials Testing
Drilled Pier Report
Project Purchase Order
COPPEI~L ELEMENTARY SCHOOL # 7
Number Date of ObservaUon Report Date
D3-080C-01-23164 JULY 6, 1993 JULY 19, 1993
To
COPPELL I.S.D.
Build'rog / Structure Engheer / T ecknician
GEORGE BEALL (RONE)
SPECIFICATIONS ACTUAL
Test Shaft Penetration Foot- Shaft Depth to Penetration Tob~l
No Pier No Diameter Diameter Bearing Depth
(,~) (ft) note (ir~) Sl:ratum(ft) (ft) (ft.)
0082 A18AQ 18 3.0 18 20,3 3.4 23.7
0083 KSAR 24 3.0 24 20.4 3.4 23.8
0084 A19AQ 18 3.0 18 20.4 4.2 24.6
0085 K2AR 24 3.0 24 20.3 3.2 23,5
0086 A20AU 18 5.0 18 20.0 5.1 25.1
0087 A2AU. 5 18 3.0 18 20.5 4.3 24.8
0088 A15AS 24 3.0 24 20.2 3.4 23.6
0089 A18AU 18 5.0 18 20,0 5.0 25.0
0090 A16AP 24 3.0 24 20.3 3.4 23.7
0091 A16AU 24 5.0 24 20.0 5.0 25.0
0092 A16AS 24 3.0 24 20.2 3.5 23.7
0093 A18AU. 5 18 3.0 18 20.4 3.6 24.0
0094 A15AQ 24 5.0 24 19.6 5.0 24.6
0095 A16AT 24 3.0 24 20.6 3.6 24.2
Remarks and/or Distribution
Notes: Depths are measured from top of ground surface unless o[herwise spedfied. Penetration denotes cfstance ddlled into
bearing stratum.
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 SH~T.P.
.AT.T. PIERS WERE T~vS~]RARILY CASED
REINFORCING ST~. WAS IN ACCORDANCE WITH PROJECT R~S U.N.O.
~T.T. PIERS WERE PLUMB, -C~ AND DRY U.N.O.
~ Rone Engineers
Ro.e E.¢.e.,, RoneE n ineer s
Geotechnical Consultants
Materials Testing i
Field Moisture/Density Test Report
P roiect iPurchase Order
COPPELL ELEMENTARY SCHOOL
Number i Samole Date Report Date
D3080C-01-23187 I JULY 7, 1993 JULY 19, 1993
To
COPPELL I.S.D.
Received From i echn,cian
GEORGE BEALL (RONE)
Test I : Moisture Ccnten[ (%; Oens~ty (pcf) Percent
No. Location , F~e,d ~I Opdmum Proctor i F~eld , Density
26 150' WEST OF WEST CURB 7.0 0.0 99.5 102.5 103.0
6'NORTH OF SOUTH SIDE OF
DITCH, STORM SEWER
LIFT/DEPTH 1ST LIFT
MATERIAL TAN SANDY CLAY
Test Me[hod i Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
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 (
'~'""~----~Rone Engineers
UMITATIONS: The lest results oresen~ed harem we.~ orel3ai'ecl b~ u~n ~he s~ific samol~ ~r~v~ f~ t~tmg. We assume no r~ns~b~li~ ~or
va.a~ion m quah~ (comoos~tion. ao~arance. ~edormance. ~c.} or ~W cthe~ fea~re of s~mdar subj.= ~aEef Dr~eo by oe~on$ or conditions over wRich
RoneEngi.eers RoneE ineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Repo
P roiect IPurcnase Order
COPPELL ELEMENTARY SCHOOL # 7
Number .Samole Date Re~ort Date
D3080C-01-23217 JULY 8, 1993 JULY 19, 1993
lo
COPPELL I.S.D.
Receded From i Technician
: GEORGE BEALL (RONE)
Test Moisture Content (%; Density (ocf) : Percent
~o. Location ~,e,~ ; Opt:mum Prcc~cr ! Field i Density
27 STA. SEWER LINE, 100'S 19.0 15.8 109.7 107.0 97.0
OF N PROPERTY LINE, 210'
W OF E PROPERTY LINE
LIFT/DEPTH 1ST LIFT
MATERIAL DK GR & BR SA CL
28 STA. SEWER LINE, 105'S 17.0 15.8 109.7 104.5 95.0
OF N PROPERTY LINE, 200'
W OF E PROPERTY LINE
LIFT/DEPTH 2ND LIFT
MATERIAL DK GR & BR SA CL
29 STORM SEWER LINE, 60' W 18.0 15.8 109.7 104.2 95.0
OF E PROPERTY LINE, ll0'S
OF N PROPERTLY LINE
LIFT/DEPTH 1ST LIFT
MATERIAL DK GR & BR SA CL
30 STORM SEWER LINE, 75'W 18.0 15.8 109.7 104.5 95.0
OF E PROPERTY LINE, 115'S
OF N PROPERTY LINE
LIFT/DEPTH 2ND LIFT
MATERIAL DK GR & BR SA CL
698 D 2922 D 3017 IiMater ,
Re~s and/or Distd~tion
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 (
Rone Engineers
LIMITATIONS. The !est result513resented hereto were prepay'ed base~ upon the sOecl/ic samples oroviOed I'or !e~tincj. We assume no reSOon$~b~li~ for
Rone Engineers RoneE ineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
P r oiec-', iP urchase Order
COPPELL ELEMENTARY SCHOOL # 7
Number i Sam[~ie Date iReport Date
D3080C-01-23217 I JULY 8, 1993 JULY 19, 1993
To
COPPELL I.S.D.
Received From Technician
GEORGE BEALL (RONE)
Test : Mcisture Content (%) Density (pcf) i Percent
No. :.Location .--'eld ! Ootimum i Prcc[cr F:e,d I Density
31 STA. SEWER LINE, 110' S 18.0 15.8 109.7 106.7 97.0
OF N PROPERTY LINE, 215'W
OF N PROPERTY LINE
LIFT/DEPTH 3RD LIFT
MATERIAL DK GR & BR SA CL
32 STA. SEWER LINE, 100' S 16.0 15.8 109.7 107.5 97.0
OF N PROPERTY LINE, 200'W
OF PROPERTY LINE
LIFT/DEPTH 4TH LIFT
MATERIAL DK GR & BR SA CL
Test Method i Material
ASTM D 698 D 2922 D 3017 I~
Remarks and/or OistdbuUon
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 (
" Rone Engineers
UMITATIONS: The lest results oresen,~ed harem Y,~'fe preoarecl base~ uoon ;.~e $oec:¢ic samotes orowdeCl ~'O(' teslmg. We assume no responsibility for
va,a(~on in c!uaiffv [composition. aopea~'ance. Dedormance. e[c:.: or any other feature of simdar subiect maEe~, provided by persons or conditions over which
-.-,~ have no cdr*,_,? ~ur le~te,s and ,e~.orts are for t'~e ~-xc!usive use o(the c'ia~'.5 to WhOm they are acldresse~.
Rone Engineers RoneEn 'neers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
Pro~ect jP urchase Oraer
COPPELL ELEMENTARY SCHOOL
Sample Date Report Date
D3080C-01-23252 JULY 9, 1993 JULY 19, 1993
7o
COPPELL I.S.D.
ReceNed From T echnic~n
GEORGE BEALL (RONE)
Test I Moisture Conten[ (%) Dens;ty (pcf) I ~ercent
~,o.i Locationi F;eld ' Ootimum Proctor i F~eid :Density
33 STA. SEWER, 105' S OF N 17.0 15.8 109.7 103.7 95.0
PROPERTY LINE, 200'W OF E
PROPERTY LINE
LIFT/DEPTH 5TH LIFT
MATERIAL DK BR & GR SA CL
34 STA. SEWER, ll0'S OF N 16.0 15.8 109.7 109.2 99.0
PROPERTY LINE, 205'W OF E
PROPERTY LINE
LIFT/DEPTH 6TH LIFT
MATERIAL DK BR & GR SA CL
35 STORM SEWER, 220'W OF 6.0 0.0 99.5 104.0 104.0
E PROPERTY LINE, 120' S
OF N PROPERTY LINE
LIFT/DEPTH lST LIFT
MATERIAL TAN SANDY CLAY
36 STA. SEWER, 200' W OF E 16.0 15.8 109.7 108.0 98.0
PROPERTY LINE, 100'S OF N
PROPERTY LINE
LIFT/DEPTH 7TH LIFT
MATERIAL DK BR & GR SA CL
Tesk~OdD 698 D 2922 D 3017 iMaterial
Remarks and/or Distribu[ion
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 (
Rone Engineers
RoneEngineers RoneEn alineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
P roiect Purchase Order
COPPELL ELEMENTARY SCHOOL # 7
Number Sample Date Re~3ort Date
D3080C-01-23252 JULY 9, 1993 JULY 19, 1993
To
COPPELL I.S.D.
ReceNed From T ecbmician
GEORGE BEALL (RONE)
Test ! i Moisture Content '° ' Density fpcf)
( ~, , . ~ ercent
~,o. ~ Location ,. F:e!d Optimum Proctor I=~eid ! Oens:ty
37 STORM SEWER, 250' W OF 7.0 0.0 99.5 103.2 103.0
E PROPERTY LINE, 118' S
OF N PROPERTY LINE
LIFT/DEPTH 1ST LIFT
MATERIAL TAN SANDY CLAY
38 STA. SEWER, 205'W OF E 15.0 15.8 109.7 108.2 98.0
PROPERTY LINE, 100'S OF N
PROPERTY LINE
LIFT/DEPTH FINAL
MATERIAL DK BR & GR SA CL
39 STORM SEWER, 260' W OF 17.0 15.8 109.7 106.5 97.0
PROPERTY LINE, 120'
S OF N PROPERTY LINE
LIFT/DEPTH 2ND LIFT
MATERIAL DK BR & GR SA CL
I Material
Te~dD 698 D 2922 D 3017 '
Remarks and/or Distribution
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 (
Re,, ~_.~¢nee,, Rone EE naineers
GeotechnJcal Consultants
Materials Testing
iConcrCte Cylinder Test
Pro;~ Purc~e ~aer
COPPELL EL~ENT~Y SCHOOL ~ 7 :
N~r " j~te of O~e~on I~ ~e
L D3-080C-01-23252 ~ JULY 9, 1993 ~ ~LY 19, 1993
To
COPPELL I. S. D.
'L~on
PIERS B7M.5, B7L2.5, B7N.5, BOTTOM ~LF OF B8R
K. A. SPaS CONT~CTORS, .INC-
l0 ! 098218
Mk Numar lMk D~odon
CL~
', 88 ~ 88
i I
, 0.0 G~S
Physical Data
ACTUAL SPECIFiCA~ONS
SLUMP (in.) 5
I
Concrete Cylinder Test(s)
ACTUAL I SPECIFICATIONS
· No. ! (Days) ! ~bs.) I (ps~
37' 7 07/16/93 88342 3120 3000
38 28 08/06/93
.39 28 08/06/93
4 0 HOLD HOLD I
Curing Method Test Me~od StanC;u-cl ~' x IF ~Bgi~r
I~''~'~'''~' I ~d~ ~ (~o~E) .
A~ C 31 A~ C 3S ' '
~5~L~?~.=./~zc~=y ~~ ([), CZTY O~ CO~SLL/~Y D~VZS (~),
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.WILLI~S (1)
Rone EngJ'
Rone Engineers R'oneE 'neers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
P ro~ect =Purchase Order
COPPELL ELEMENTARY SCHOOL # 7
Number i Samoie Date Reoort Date
D3080C-01-23259 JULY 12, 1993 JULY 19, 1993
To
COPPELL I.S.D.
Rece,ved From Technician
GEORGE BEALL (RONE)
Moisture Content t % ) Dens, fy (pcf) Percent
Test!. Location Field ! Ootimum P ,oc'.or Field Density
NO. !
40 STORM SEWER, 101'S OF N 7.0 0.0 99.5 100.7 101.0
PROPERTY LINE, 175' E OF
W PROPERTY LINE
LIFT/DEPTH lST LIFT
MATERIAL TAN SANDY CLAY
41 STORM SEWER, 100'S OF N 18.0 15.8 109.7 106.7 97.0
PROPERTY LINE, 180'E OF W
PROPERTY LINE
LIFT/DEPTH 2ND LIFT
MATERIAL DK GR & BR SA CL
Te%~°OD 698 D 2922 D 3017 jMateria,
Remarks and/or Distribution
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 (
Rone Engineers
LIMITAT:ONS: The ;est results Dresented here,n were oreDaf~3 baseo uoon ~e s~]fic samol~ orov,d~ f~ t~lm~. We assume ~o r~ns~olii~ for
vat,a~io, m qualiN (compositiOn. aooe~ance. ~edo~ce. mc.) er ~lV other feature of similar suo!~ maE~ o~vi~ by pe~ns or conditions over wnic~
Rone Engineers
Geotechnical Consultants
Materials Testing
..,
Field Moisture/Density Test Report
Project Purchase Order
COPPELL ELEMENTARY SCHOOL # 7
Number Samole Date Report Date
D30800-01-23292 JULY 13, 1993 JULY 19, 1993
lo
COPPELL I.$.D.
Received From Technician
GB GEORGE BEALL (RONE)
T est ,%,! oisture Content ( % ) ,Density ( pcf ) Percent
~,om Location Field i Optimum Proctor i Field !Density
42 70' E OF W PROPERTY 6.0 0.0 99.5 104.5 105.0
LINE, 100'S OF N PROPERTY
LINE, STORM SEWER
LIFT/DEPTH 1ST LIFT
MATERIAL TAN SANDY CLAY
43 100'E OF W PROPERTY 13.0' 15.8 109.7 109.0 99.0
LINE, ll0'S OF N PROPERTY
LINE, STORM SEWER
LIFT/DEPTH 2ND LIFT
MATERIAL DK GR & BR SA CL
44 110' E OF W PROPERTY 16.0 15.8 109.7 106.0 96.0
LINE, 105'S OF N PROPERTY
LINE, RETAKE #43
LIFT/DEPTH 2ND LIFT
MATERIAL DK GR & BR SA CL
45 90'E OF W PROPERTY LINE 6.0 0.0 99.5 104.5 105.0
100'S OF N PROPERTY LINE
STORM SEWER
LIFT/DEPTH 1ST LIFT
MATERIAL TAN SANDY CLAY
Remarks and/or Oistribution
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), $.H.W.I.N.C./JOE CRADDOCK, V.P. (1),
K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (
*DOES NOT M~RT PROJECT SPECIFICATIONS
Rone Engineers
.o.e E.g .e.rs RoneE ineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
Project 'Purchase Order
COPPELL ELEMENTARY SCHOOL # 7 j ]
Number Sample Date Reoort Date
D3080C-01-23292 JULY 13, 1993 ! JULY 19, 1993
¥o
COPPELL I. S. D.
Received From 'i Techmc~an
GB ! GEORGE BEALL (RONE)
Test : Moisture Content (%) ! Dens,ty (pcf) ] Percent
.,,o. Location Field .Optimum Proctor F:e,d Density
46 95'E OF W PROPERTY LINE 16.0 15.8 109.7 104.5 95.0
105'S OF N PROPERTY LINE
STORM SEWER
LIFT/DEPTH 2ND LIFT
MATERIAL DK GR & BR SA CL
Remarks and/or Distribution
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 (
~ Rone Engineers
Rone Engineers RoneE 'neers
Geotechnical Consultants
Materials Testing
Drilled Pier Report
Project Purchase Order
COPPET,.L ELEMENTARY SCHOOL # 7
Number Date of Observaficn Report Date
D3-080C-01-23314 JULY 14, 1993 JULY 19, 1993
To
COPPELL I.S.D.
Buila'mg / Structure Engineer / Technician
GEORGE BEALL (RONE)
SPECIFICATIONS ACTUAL
Shaft I Penetration Foot- Shaft Deoth to Tobl
Test Pier No Diameter Diameter B~aring Penetraficn Depth
No (h.) I (ft.) note (in.) Stratum(ft) ~ (ft.) (fL)
0170 Cl. 5G 18 4.0 18 20.0 4.0 24.0
0171 C2K 24 5.0 24 20.0 5.0 25.0
0172 C2.5G 18 4.0 18 20.0 5.0 25.0
0173 C3K 24 4.0 24 20.0 4 . 5 24.5
0174 C3.5G 18 5.0 18 20.0 5.0 25.0
0175 C4.5G 18 4.0 18 20.2 4.6 24.8
0176 C4K 24 4.0 24 20.0 4.7 24.7
0177 B5K 24 4.0 24 20.0 4.3 24.3
0178 A15AK. 5 18 5.0 18 20.0 5.0 25.0
0179 B10H. 5 18 3.0 18 20.0 4.3 24.3
0180 BIOG. 5 18 3.0 18 20.0 4.0 24.0
0181 B9H 24 5.0 24 20.0 5.3 25.3
0182 B9H. 5 18 3.0 18 20.0 3.6 23.6
0183 B9K 24 5.0 24 20.0 5.2 25.2
Remarks and/or Distribution
Notes: Depths are measured from top of groLmd surface Lmless otherwise spedf'red. Penetration denotes dstance ddlled hto
beadng stratunt
COPPELL Z.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
-~T.T, PIERS WERE Tt~IPO~Y CASED
REINFORCING STn"~T, WAS IN ACCORDANCE WITH PROJECT P~ U.N.O.
AT.T. PIERS WERE CT.WAN, PLUMB AND DRY U.N.O.
' Rone Engineers
LJMITATIONS: We a~$ume no (~oon(J~billb/for varl~lon In quaJlty. (c~mcx)s~flon al3~earar)ce 13edorm~'tce, e(c.; of a~' othe~ feature cf sim/la/SubleCt ma[reT
Ro.e RoneEnq
Geotechnical Consu~ants
Materials Testing
IConcrete Cylinder Test Repor~
I
IProiec~-, IPurcnase Oroer
COPPELL ELEMENTARY SCHOOL # 7 I
NumOer .' I b-~te of Observa=on I Report Daze
D3-0800-01-23218 Id-OLY 8, 1993 ! ~t3T,¥ 19, 1993
!To
iCOPPELL I.S.D.
Loca~on
PIERS B1012.5, A23AQ, B10M.5
K. A. SPARKS CONTRACTORS, INC.
Sup.t:~er P~3t, Truck
LATTIMORE ! 06 ! 409 ! 098188
Mix Numoe_r JMix Descn, p~on
Weaner Conditions jAm~z-m Temperature ~'F) iCon.ere Temperature (°,~
CLEAR ! 88 j 90
.l~me Sampleo i Wa~e¢ Acoed
11'15 PM I 0 0 GALS
IPhysical Data
. ACTUAL '- SP=CIFICA~ONS
SLUMP (in.) 4
Concrete Cylinder Test(s)
ACTUAL SPECIFICATIONS
Sl:>ec~men j Age ~ To,, Load J Comoressive S'a'eng~ StrengLh Re<:~uired
NO. J (Days) J Test D~te ~bs.) J ~srl (psfl
33 7 07/15/93 94240 3330 3000
34 28 08/05/93 ·
35 28 08/05/93
3 6 HOLD HOLD
Cunng Memod Test Method ISt~ncarct 5' x 12' JEngineer/~ecnnician
JA~ea28.2.Tsq. in. J GEORGE BEALL (RONE)
ASTM C 31 ASTM C 39 ,
Remarks and/or Oistn'btfdon
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)