Sandy Lk Oaks-CS080611
MAVERICK UTILITY CONSTRUCTION, INC.
P.o. BOX 728 EULESS, TX. 76039
PHONE: 817"684.0868 FAX: 817-684..0360
-+- - -,- - - -,- - - -.- - --.- -- -.-- - + - --.- -- -.-- - -.., - - -.- - --.--
FACSIMILE TRANSMITTAL SHEET
COMPANY: CITY OF COPP6LL
NO. OF PAGES INCLUDING COVER: 11
_+_ _+___+__ __Ijo_ _ __,___.....___+_ -+~...-c""'t:--- --.... -+---.--
TO: LARRY DAVIS
FAX NUMBER: 972-304-3570
RE: STREET REPAIR MIX DESIGN
JOD: FAMILY VIDEO- COPPELL
o URGENT OllOR REVIEW C PLEASE COMMENT o PLEASE REPLY 0 PLEASE RECYCI.E
NOTr.,jCClMMP.NTS,
Larry,
Plc.."tSc find the accompanying mix design for street repair @ Moore Rd.
If you have any questions please call me at
~ l) I ~~
fawtl
~
Thank you,
Todd Bonnet
President
'&/
\
--.- - - -....- -+- - -.- - - -i!o- - -~- - -..... - -.....- - - -,- - - + - - -.- - --i!l--
JfH-MIX
~)
June II, 2008
RlXl~ COna8ll1, L.P.
a US Concrete CCJmpa'ly
ThlI T ed1n1all SeIvIce Oepartmenl
1001 Eaal Cenlr8 Perl< BMi
Oesoto.1X 7S115
Otllce: 1i721224.5525 )(.1124
Fax: (9nl2:2&-6931
RedmillQC@u~.com
'Ilo\IM'.IJS..COI'lCIOlI.com
To:
Maverick Utilities
Project:
RE:
Fl:IInily Video
Submittal Documents
Enclosed you will fmd the necessary submittal documents for the referel1ccd project above for your review.
Rcdi-Mix's 51J'ength jJUDrantee per ASTM C94 will not be effective unless the field SlIIIlpling has been done
per ASTM Cl72 and ASlM C31 rmd the labor.uoT)' testing fully complies with ASTM C39 and AS"J'M
C I on Redi.Mjx will also guanmtee the strength perfOJ'D1lll1ce of the mix dCslgTIS submitted for a placement
tempcr4lure between 40QF and lOooF provided the design plllstic properties are not exceeded and the
concrete is placed within 90 minutes of batch time. All concrete should be placed and cured with the
appropriate ACI guidelines and recommendations for hot ilIld cold weather concreting. Hot weather
concreting practices will require you to order ice and/or chilled watcr 10 meet concrete tempemture
specifications. During periods of cold weather, all conl:TCtc surfaces should be protected from freezing for at
least the first 24 hours after plac\."111\.'11llo allow the concrete to attain a compressive Slrength of 500 p..~1.
According to AC1304.2R Section 4.2.1 "Placing Concrete by Pumping Methods", the inside diimlctcr of the
hose should be a minimum of 3 times the maximum angular aggn:galc size of the concrete. (AS1'M C33
allows ftS7LS to have 00/.,..5% passing the IS' sieve and retained on the 1" sieve). It is recommended to
minimize or eliminate the free fallaI' concrete to avoid loss of Wr content. Depending on boom
. configurations, alterations Lo the mix design may be required.
We thank you for allowing us to submit these doculnents for your review. PlcllSC copy Rcdi-Mix with the
approved submittal. The approved submittal allows R.edi.Mix to review any notes, comments or exceptions
made by the engineer or owner relating to the specilicslion. Failure to notifY us prior to film placement shall
constitute acceptance of the submitted mix designs. Please order by mix number when scheduling concrctc
deliv~ry.
We request that YOU add Rcdi-Mlx to the Ii..~l of names receivinl!.....eo{!ies of tcstlnl!: laboratoN
infonnntion for tills Drolcet. AS1M C94 enLitles a manufacturer to receive copies of nil test reports whcn
strength of concrete is used as a basis for acceptance. This infonnntion is anolher tool for Redi-Mix to
review and monitor the quality nnd perfonnance of the concrete product delivered.
If you have any other questions, plellSe do not hesitate to call.
RCIlpectfuIly,
J:>~
Daniel 1-1. Jeray
I...1borntory Manllger
DATE:
MIX CODE
STRENGTH:
DESCRIPll0N
SUBMITTAL NO:
CLIENT
PROJECT
USAGE
~
. - ~
06/1112008
345M1504
4500 psl'@ 28 DAYS
CM 6.5SK 4500 O%A AIR
061108S
MAVERICK UTILITIES
FAMILY VIDEO
CLASS P2 PAVEMENT REPAIR
Rlldl-Mlx COnONltl, L..P.
. US CM;rllte Comp.any
The Tedlnlc.1l Senrice Deplll1rnent
1001 \IV. Eulf;S!l IiIlvG.. Sul1ll1CC
EIII..... TX 7aDIlO
Office: ~17)835.4000
"Il~ c.e11) e~"I07c
R edimixOC@us-co n cret~com
MATERIAL SOURCE DESCRIPTION weiGHT VOL.UME
Ib It'
CEMENT ASH GROVE MIDLOTHIAN ASTM C150 TYPE un 611 3.11
FINE AGG. METROPLEX SAND & GRAVEL CONCRETE SAND 1266 7.71
COARSE AOO. MARTIN MARIElTA TROY 1" ROCK 1650 10.B2
WATER WATER (31.0 Gal) 259 41.14
ADMIXTURE BASF 322N WATER REDUCER ( 3.00 f1.0z/100lb)
ADMIXTURE BASF AIR ENTRAINING AGENT ( 0.50 fl.oz/1 OOlb)
I TOTALS 3986 27.00
Specified Slump:
Speeinecl Air Content:
.
EF~.
4.00 +/-
4.50 +/-
1.00 in
1.50 %
Designed UnIt weight:
Designed w/cm ratio:
147.6 IbllP
0.42
The use of this mix will have a.n environmental Impact of 61 1 pounds of C02 released Inlo the
atmosphere. Altematively, if you use an EF TeChnology mix design, you will reduce tl'1e amount of C02
generated, conserve natural resources and reduce the potential pollutants In our environment. "Your
Project, Our World"
ThiS lTlix hilli belln dollignod 10 meellll8 raqulremenls of lhis 1lfIli1l!;1 baaed on Ihe Inrormallon l!l.lll ~$ sllPpli~ 10 Rodi-Mix Concrala. ilia 1118 reaPOnsl~Uily of Iho
purch_or 10 cIlIlernine wllelher 1"1' mix I;jnign l11llota project spscl~ca1Ian8 and Is ~pproprl.ll:: fllr lI>v .n1Ic1palod envlronl1l8nlal contllllons. Th~ sped~Dd alronglh
guarantae per A$TM C94 wtll nol b~ crtadivo unlllllll tleld sampling h811 *1'1 "MO por ASTM C172 and ASTL1 C31 and IlIe lallOl'i'lory f\llly !;ClmpliD8 with ASTM C39
and ASTM C1077. In Iho ovenl 01 IImlled meletllll ~I.bilily. 8ub:&lIlulion Dr a similar performlna malorlilll'l'Y)' be raquinld. All aubB1lluled malerJal' will f11O~111>e
approprlete A$TM reqYlt'omenls. In ordor 10 melnlaln tll8 required mix vol\lmo. waighll of individual malerlala may lie vaf\e(lIO -=OmmodlllD diffal8nl malerlal
spednc 51ti>vilies. MalllriaJ cof1i1lcellon8 Illr suballluled malorlals an:: avuable upon requeal.
All Rodi-Mix ConcnMO mix lIeBlgne ere p""prletary anC! tonricll::nUal. Tho inlormallon conl8lnedln 1111, $~bonillal i$ only inlonded fDf parli811 Buoclale<lllllllh Ihis prgjclO1
ID velldllle 1I1e mill Cle$lgn l'I1ah::rillls. proportloa and lIB perlOllTl8nee. Use Or lhls s\lbmillal for olhor purposea wllhoul pel!TlltslOn or wnliClnt from Redl.Mlll Concrele
III atrll:fly prOhiblttcl.
MIX 3451'011504
ACI 318 STAnSTICAL ANALYSIS
MAX I 97 99 6.00 5830 8300 7540 3990 5.8
MIN I 45 46 2.75 3220 4500 4800 435 3.0
NO. 30 30 30 30 30 19 30 30
MEAN I 75 73 4.36 4544 5758 6113 1114 4.2
SO 15.0 17.0 0.81 713 810 823 593 0.8
cov% 20.0 23.3 18.6 15.7 14.1 13.5 48.8 18.3
REPORT ,I CONe AIR 7D 280 560 7-28 Air ~
DOCKET TEMP TEMP SLMP STR. STR. STR. GAIN
13674682 00000053 73 52 6.00 5210 5990 6910 780 3.0
13678129 00000180 75 70 5.00 4240 5195 5740 955 5.8
13683283 00000313 88 84 4.00 4060 5230 1170 4.0
26013300 00000028 88 84 4.25 5220 6370 1150 4.0
26013311 00000028 88 84 4.00 4645 5795 1150 4.5
26013413 00000028 72 64 3.25 5640 6075 435 4.5
26013605 00000028 82 79 4.25 5290 6355 1065 4.7
28010434 00000273 90 88 5.00 3680 4650 970 3.2
29006341 00000093 68 61 5.00 3470 5095 5450 1625 4.0
59000224 00000050 61 61 4.00 4870 6275 6650 1405 4.0
59000676 00000182 48 50 3. 00 5830 6685 7540 85S 3.9
59000871 00000238 55 50 4. 50 4840 6185 6490 134S 5.3
59001214 00000140 57 46 4.25 4880 5725 6250 845 3.7
59001436 00000224 70 84 4.00 4350 5225 5480 875 4.2
59001469 00000224 79 90 4.00 3960 5315 5940 1355 4.5
59001793 00000224 45 48 3.50 5090 6380 6770 1290 3.5
59008913 00000265 91 91 5.25 3220 4625 4860 1405 3.4
59009321 00000093 90 97 4.00 3380 4500 4860 1120 4.0
60001408 00000140 55 S5 4.50 3540 4575 4800 1035 4,2
60013426 00000475 88 82 3.00 4670 6010 6970 1340 3.0
60016099 00000093 93 93 4.00 4480 5515 6150 1035 3.5
60017325 00000739 97 99 4.00 3500 4955 5560 1455 4.5
69002534 00000409 88 84 2.75 4940 5425 485 4.2
71087202 00000134 88 68 4.00 4520 5585 6120 1065 4.2
71087817 00000147 63 52 5.00 4310 8300 3990 5.5
74057113 00000003 46 66 5. 7S 5250 6500 7420 1250 3.0
88044370 00000485 7S 75 5.00 5120 6600 1480 4.7
88044401 00000485 81 82 5.50 5300 6535 1235 5.3
88044430 00000489 82 84 5.00 4810 5730 920 5.4
88044718 00000038 7S 52 5.00 4000 5335 6190 IBS 3.5
page 1
FROM
'DO Circe Road
Pm 0 "'at" II... SID
Midl.r~ilIn. Tau .,"",
F~NCJ.
Ma':l. 07 a:l013 09:28PM P2
ASH GROVE TEXAS L.P.
--4EASH a:RDVE]
""_: m.7Uo2JOl
'lIU ?n-~!l!).~I2.T
CCIlIItlIl Type: 1/11
P__ion ....riad: "'11I'II1. 20D1. "!M'lI30, 2OlI8
<;lII!iMICAL
I~.
!:l1O.('l4o)
AJSC)j 1%1
"":O~ 1%)
C~O(%)
MgOl%)
!l~("'l
l.on allll!nl(101 "'''1
rusO('.4)
140ft'0)
llUUIubl. R.......c ("~)
CO:! ("A.)
LiIM5IODeI%) IloII' AS'I'M
I.lme._ ('Mo) ""r"rJIDQT
.""'..1_ (%1 DCr AHTD
Cleo) In Ilmtslllllll! C%)
1'*lIliaI CUIIIIlP'lIlllI (%)
Csll
c,s
t~
c.AF
c..AF+ZtC,^1
<:,s.. 4.7!'C,A
01 1t1'f1(".A1 ,
S.-.
Utall
A
6.0 JIWl
6.1111IIo_
A
6.0""",
H"lII\ll
~.o ItlU
A
A
0,7S maw.
'" D,DO
~,D '"'~ 0.0
~.~ IIIIX. 0.0
3.00% ...... 0,0
10lt1lp 0
A
A
8 mel
A
"
100 ...
Ulw. ~
STANDARD REQUIRltMl::N'""
ASTM CJ:!;O
TCft
__II
~D.4jl
4.7'
4.01
63.31
UG
UJ
1,13
MI"5ICAL
s-.
Ileal J.i lIIil
AlrCIm..,lonll"nllr 1.....lI1c %) 121l1l1.
tJlnmoM (CIII~/Jl)
1^lr pCITWIIbtllc)o) 2800 lnin
"~IIlCI""'~IJlII"1 0.80'11III
~4~~
0,01
l'l!tlllaDll
80
0.29
t"om'r-"e Ih'Cl\CIII (pi\) Min;
IOIy A
3 Oay$ 1740
'1 Dan "1:1bO
18 Da1" JI
10M
Jl5~
42.'104
"
16
s.a
._ .fkUinf:CndlQllaIl
(Viall
IllId&l ND/ re..
I....n ~S
86
84
F"".... Nil! mon:
,han "5
:108
OPTIONAL REQUIREMENTS
ASTM C1SO TabJq % a.d 4
Tell
~.II
PHYSICAL
llllCCo
JIm L1..1, Ted It_II
"'1Ct['Mo) A A
""I.r ~~..li"'IU ~
'dlyl II B3
HrlIl Ir hydm\la rllJ 1Il1;)
2IlOays A A
IlI!llI
CsS. C"A C%)
fl9'I~tIIt lllkala (%)
A - 0I~1~1IIG.
/I - "il~ it 11III "l*=iJ'ied 101 p-dl.., ICl'I n::rall pIIl'Itlllllltll'
infonnlltion "",ly,
e: ~TCIIl.mull~fll/"I_"pcrjlldllOlI~
Spec.
Limit
A
0.60
0,S2
We eerLi~ d'll lh _. dpm1lcd 1;CIIlC1II, III !be ltmc oflhtpmcnl.lIlCCIIltl8llilGll1iAr IllId
pl.t>'oIlol ~........t I1lIt1c I\STM CI~ or (o,hcfl .______ __lPCCir~llion.
Thill is 10 cetlif)' lIl.lhc 1)Ill8 _Ill ill Uti. .~;poMIIl. r_ ptcltllod silo". I/l4 _pi;" "ill! AA$H. ~TO M--lJS
'llCCifocalioft cllCCll fbr _i"lOIn)% I......"". ia1orcr-d asalloMxlll,.~^HTP II'''''" . ~ ~
lll~ =---'J2..d... _ ~:::::;
('" ,Hlnlcn'
e JACQUELINE CAlUlAJAL TIlle. Q,..liI7 Olnbl~ Ma.1I111"
NOTARY PUBUC
. . STATE OF TIXAS
. (amm. iEllPlm W.-D-Z01D
~ ~.
~~p ~
HE9DWATERjI
"'OUROa
AddIoIl V.mc: 10 E!ocrRY N
HIlIIdwaIt.n llc:Iowua. InC. llCJtifiCll dJII1, 10 the bCln ofms krtcrw1ed&e. lbe teat dara Usted hcnlln was gcnCllltCd b)llllppJicabllil
ASTM medwds lDld meets rcq\lircmcnta of ASTM C-618 apd AASlITO M-29S IIDd TX. DOT DM&46JO
RePOrt 0i~1v AlIta Wellb.PJa.c. Cuo... Tuas Vait #1
DATE: Mil)' 10.2008 LABORATORY NUMBER.: WBLSH~1-312li<'OI
MTRF ##606 CA
gn;MJCAL ANALYSIS
. COMPOSITE DATE
3/17/08 ~ 3128/08
ASTM C-618-05 TX. DOT DMs-4610
SPECIFICATIONS SPECIFICATIONS
CLASS C CLASS F CLASS C CLASS F
Silicon Dioxide (Si~)
Aluminum Oxide (Al203)
3S .59
17.90
Iron Oxide ~O,)
Sum or Si02, A1:zo,. & FC203
Magnesium Oxide (MgO)
Sulfur Trioxide (S~)
5.29
58.78
5.71
50 Min.
70 Min.
50Min
70 Min.
1.63
5.0 Max. 5.0 Max. 5.0 Max. S.O Max.
Moisture Content
0.08
3.0 Max. 3.0 Max.. 2.0 Max. 2.0 MIX.
Loss On Ignition
Available AlkaUs IS N~O
0.19
6.0 Max. 6,0 Max. 3.0 Max. 3.0 Max.
1.50
Calcium Oxide (CaD)
27.59
PHYSICAL ANALYSIS
FineDclls: Amount retained
On 325 sieve %
15.62
34% Max. 34% Max. 34% Max. 34% Max.
WBIC1' Requirement, % Control
Specific, Gnlvity
Autoclave Expansion, %
960/,
lOS%Max l05o/oMax 105%Max 105%Max
2.70
+0.03
0.8% Max 0.8% Max 0.8% Max 0.8% Max
strength Activity Index
With PortllUld Cement, 7 Day
ID3%
75% Min. 75% Min. 75% Min. 75% Min.
:
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P.O. Box 38 'Ibornpions, TClW 77481-0038
P: 281.343.0079 F: 281 ,343.0872
(THU)APR 24 2008 9:21/ST. 9:20/NO. 6312456913 P 3
FROM
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PI'OdIMIt "1<<iT ConcnII'e"Agg
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1 1J:z- (S7 ,5mIn) 0.0 0.0 0..0 D.D 10Q.0 1110-100
,.. (25mM) 5&5.0 SI6.O 3.5 3.5 96.S -.,00 95-100
7/r (.22..4IncrI)
314- (18fm1) 4'''0 4731.0 28.1 2.9.8 70.4
SIr (1l1nm)
1/Z' tt2.!iNm) 5806.0 10&37 .0 37.0 66.6 33..1 ~ 2HQ
3Iff' (9..5mnI) 19k.O 12511.0 12.2 78.7 21.3
N (4.7SnIn) 2A5I.O 15037.D 15.4 94.1 5.& 2.-6 0-10
.. (2.38....) 'n;T J) 15794..0 4.7 98.8 1.2 ~3 C).5
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PAN (Gum) 95.0 15889..0 0..59 100.00 0.00
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FROM
(THU)MAR 27 2008 B:15JST, 8:15JNO.6312456848 P
a-BASF
The ChemicaJ Company
Mareh 13, 2008
Redi-Mlx Concrete
1001 W. Euless Blvd_. Suite 100
eUlass, Texas 76040
Attentlon: Ron Terrelange
Project:
Project L.ocation:
Certificate of Conformance
Ponolith 322N
BASF Construction Chenlleab, LL.C*
rpntvlaUG/y doing businelis a. BASF Admixtures, I"c. and prior 19 that ali DegussI Admllltuntl:, Inc. and Master
BuIICle~. Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga ) SS
Before me, a Notary pUblic. in and for the aforesaid SllIta and County, pel'fionally appeared Richard
Hubbard III. who being duly sworn, dep~o$ and says:
That he Is 0 Technical Specialist for BASF Construction Chemicals. LLC in Cleveland. Ohio: and
That Pouolilh 322N is manufactured by BASF Construction ChemlcBls, LLC; and
That PozzolllJ't 322"', based on the Chlorides originating from all the Ingredients ucod in its
manufacrure. contributes less than 0.00024 percent (2.04 ppm) chloride Ions by 'o'lIeight of the cement
when ~sed at the rate of 65 mL. ~8r 100 kg (1 fluid ounce per 100 pOunds) of cement; a,nd
That Pozzolith 322N, depending upon the dosage!" used. meats the requiremenlS fOf e Type A. Waler-
Reducins. Type B. Retarding, and Type D. Water-Reducing and Retarding Admixture specified in
ASTM C 494. Corps or Englnesl'$' CRO-C 87 and AASHTO N1194 the Standard SpedllC8rJons for
Chemil:81 Admixtures for Concrete,
a~J*~j:IL
~Ichard HUbban:llll
BASF Construction Chemicals, LLC
~bscrl and swom to be
the I y of March. 2
~
Charlene R. ManOe'
NOl8ry PUblic, SIaI8 of Ohio
My Commission e.pitae Fobruary 4. 2011
(Rec:ordeclln Cuyahava County)
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BuDders
FROM
(THU) MAR 27 200B 8: 15/5T. B: 15/NO. 6312456B48 P 2
a-BASF
The Chemical Company
May 13. 2008
Radi-Milc Concrele
1001 W. Euless Blvd., Suite 100
euless, Texas 78040
Attention: Ron Terrelonge
Project
~rojoct Localion:
Oertlflcale of Conformance
MB AE 90
BASF ConStruetion Chemicals. I.LC
rPrelJloUSly doing bUGlno&G as BASF Admildures, Inc. and prior to tn&t II:! DogWGD Admildures. Inc. and Masler
Bullden. Inc.)
TO WHOM IT MAY CONCERN;
State of Ohio )
County of Cuyahoga ) 88
Before me. a Notary Public, In and for the aforesaid State and County, personally appeared Richard
Hubbard III, who being duly sworn, deposes and says:
That he Is a Technical Speclgllct for BASF Construction Chemicals, LL.C in Clevel::and, OhiOj and
That MB AE' 90 Is menu1eetl.lred by 9ASF Construction Otlemlcals, LLC; and
Thilt MB AE 90 is Master Builders 8Ir-en~inlng admixture for c:onc:rete: and
That no calcium chloride or chloride based ingredient is used in the Mat'lufaeture of Micro-Air; and
That ME! AE 90, baiiod on tt1e chloride$ orlglnatlng from all thD ingredients used in its manufacture,
contributes less than 0.000068 percent (0.68 ppm) chloride ions by weight of the cement when u&ed
sr the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement: and
That MB AE 90 meets the requirements of ASTM C 260, COrDS of Engineers CRD-C 13, iElnd
AASHTO M154, the Slandard Specifica~ons for Air-Entmining AdllJixtures f?f:oncrele..
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Richard Hubban:llll
BASF Construction Chemicals, LL.C
Charlene R_ Man dill
NOI8I'y Public, 61810 of Ohio
My CommlalSion Expirol November 4. 2011
(Reeotded in Cuyohogo COLll'lIy)
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Master
Builders
FROM
(THU) MAR 27 200B B; 16/ST, 8: 15/NO. 6312455848 P 3
a-BASF
The Chemical Company
Marcn 13, 2008
Redl-MIx Concrete
1001 W. EUIClSG Blvd" Suite 100
Euless, Tel(SS 76040
Attention; Ron Terrelonge
Project.
Project Location:
Certifleate of Conformance
Pozzollth 300R
BASF Construction Chemicals, LLC"
C-PrevlOOEly doing business 8S BASF AdmIlClUF8S, Inc. and prior to tnol OG Oegu5Sa Admlxt1Jres. Il"Ic. and MCllJtllilr
BUlld"I"S, Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga ) SS
Before me. EI Notary Public. In and for the aforesaid state and County, personally appel!!lred Richard
Hubbard III, who being duly swom. deposes and says:
That he is a Technical Specialist for BASF Construction Chemicals, L.L.C in Cleveland. Ohio; and
That Pozzolith 300R Is manufllclUnxt by 9ASF Construction Chemicals. LLC: t1nd
That no calcium chloride or chloride based ingredient Is used In the manufacture of P~olith 300R:
and
That pozzolith aOOR, based on \he chlorid.,s originating rrcm all the ingredienlS used in its
mtlnufacture. contributes less than 0.0002 percont (2.0 ppm) chloride ions by weight of the cemant
when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cemenr, and
That P~olith 300R meets the requirements for a Typo B. Rotarding, and Type O. Water.Redueing
IInd Retarding Admixture specified In ASTM C 494, Corps of Engineers' CRD-C 87, and MSHTO
M194. the Standard Speclflcattons for Chemleal Admlxtu~ fo~ ~oneret~. \ . "."
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Ric;hard Hubbartlllf
BASF COnstNctlon Ch&mical6, LLC
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~~r1aJle R. Mend'l
RI~A/JI Summit CDlJI!ljI
~Olilry Public, ~"'t;JlV Df Olllo
My vllOlllllUJOn ~lrtI: 11/04f11
Chat1ene R. Mandai
Notary P\.lbUc.. Stete Of 01'110
My CommissIon expires February 4,2011
(Recarded in Cuyahoga County)
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