ST9905-CS070706
Letter of Transmittal
3010 LBJ Freeway, Ste 990
Dallas, TX 75234
T 972-280-9300
F 972-280-9715
o
www.transystems.com
To:
Lance Smith
Tiseo Paving
From: Garry Kraus
P.O. Box 270040
Dallas, Texas 75227-0040
Date: 07-06-07
Subject: Shop Drawing
--,--_.-._._.-..----,.,
Project Name: Bethel Road/Bass Pro
No. of Pages:
Project No:
20000089/202020089
Handling Instructions:
D URGENT'!
D For Your Information and Use
D As Requested
D Please Confirm Receipt
D For Review and Comment
D For Approval
~ Approved as Submitted
D Returned for Corrections
D See Comments
D Approved as Noted
D Rejected
D
Sent under separate cover via
D Shop Drawings D Prints
D Specifications D Copy of Letter
the following items:
D Plans D Samples
D
Copies I Date I
Description
2 Mix Design #336M1504, #536L 1504, & #330J1504 (Resubmittal)
- -- ------ ----,-------- --- -' ---------~-- - ----- --~-- '
, ~-----------~---------
I
Comments:
Fly Ash removed from mix design
Deliver Via:
~ Overnight Service (FedEx, UPS, DHL)
Print:
D Courier/Messenger
CC: Ken Griffin, P.E. (w/1 copy)
uJQ~ Masterson, P.E;.(wI1 coo'lL__
Signature:
Mike BroWI1lt:e,_P.E.J..~lCClJJ.YL_,
p
y
P.O. Box 270040 Dallas, Texas 75227-0040
A TTN: Garry D. Kraus, P .E.
Zovw.
FIbrbtioa IlDnIUati~ may be UDdcnaken.
Approval does DOt authorize ~ in !be CoDtract
-.J S1IIIl or Contnct TUDe.
[IJ APPROVED AS CORRUTED,
Fabrication I lnstailation may be UDdet1aIceD.
Approval does not authorize chlDgea in the Coo1nct
Sum or Cclntrlll:t Time.
D CORRECT. REVISE AND IIISIJIIMJT.
Fabricll1i~ I Itwtallation MAY NOT be UDdataken.
III NIlIbmi' limit coaectioat to the ... marbd.
D NOA :s MCEN,
to IlOWCUntrllOt~ /..,.. -t
BY; . DAftl~
'I neither extenda nor altin any contrIeCUI1
obli of the Engineer. Review cIocs DOt relieve th4I
fioom complyina with all ~ otlbc
CODU'Id documellt&
DATE: June 29,2007
TRAN SYSTEMS
3010 LBJ FREEWAY
SUITE 900
DALLAS, TX 75234
PROJECT: BETHEL RD. & BASS PRO DR.
SUBMITTAL:
REDI-MIX CONCRETE - MIX DESIGN # 336M1504 / 3600 PSI FOR HAND PAVING
MIX DESIGN # 536L1504 / 3600 PSI FOR MACHINE PAVING
MIX DESIGN # 33011504 / 3000 PSI FOR FLATWORK
PLEASE REVIEW THE SUBMITTAL OR SUBMITTALS AND RETURN --.L COPIES WITH
SIGNATURE AND DATE WITH APPROVAL OR REJECTION.
-i~~
&~~tf-(}7
LANCE SMITH
PROJECT ADMINISTRATOR
DATE:
&4ta&l"4kd 1974
June 29,2007
Redi-Mix Concrete, L.P.
a us Concrete Company
The Technical Sel'llice Department
1 001 East Centre Park Blvd.
Desoto, TX 75115
Office: (972) 224-5525 x 824
Fax: (972) 228-6931
RedimixQC@us-coocrete.com
WNW.us-concrete.com
To:
Tiseo Paving
Project:
RE:
Bethel Road & Bass Pro Drive
Submittal Documents
Enclosed you will find the necessary submittal documents for the referenced project above for your review.
Redi-Mix's strength guarantee per ASTM C94 will not be effective unless the field sampling has been done
per ASTM Cl72 and ASTM C31 and the laboratory testing fully complies with ASTM C39 and ASTM
CI077. Redi-Mix will also guarantee the strength performance of the mix designs submitted for a placement
temperature between 400F and lOOOF provided the design plastic 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 and cold weather concreting. Hot weather
concreting practices will require you to order ice and/or chilled water to meet concrete temperature
specifications. During periods of cold weather, all concrete surfaces should be protected from freezing for at
least the first 24 hours after placement to allow the concrete to attain a compressive strength of 500 psi.
According to ACI 304.2R Section 4.2.1 "Placing Concrete by Pumping Methods", the inside diameter of the
hose should be a minimum of 3 times the maximum angular aggregate size of the concrete. (ASTM C33
allows #57LS to have 0%-5% passing the IS' sieve and retained on the 1" sieve). It is recommended to
minimize or eliminate the free fall of concrete to avoid loss of air content. Depending on boom
configurations, alterations to the mix design may be required.
We thank you for allowing us to submit these documents for your review. Please copy Redi-Mix with the
approved submittal. The approved submittal allows Redi-Mix to review any notes, comments or exceptions
made by the engineer or owner relating to the specification. Failure to notii)' us prior to first placement shall
constitute acceptance of the submitted mix designs. Please order by mix number when scheduling concrete
delivery.
We reauest that vou add Redi-Mix to the list of names receivine copies of testine laboratorv
information for this project ASTM C94 entitles a manufacturer to receive copies of all test reports when
strength of concrete is used as a basis for acceptance. This information is another tool for Redi-Mix to
review and monitor the quality and performance of the concrete product delivered.
If you have any other questions, please do not hesitate to call.
Respectfully,
y~
Daniel H. Jeray
Laboratory Manager
~~.D''''; M'"''W,'" '~'1}.:
~.~. .."""',,-, ';,.~fI14
,~. ('~t~{:I;~,5ft"9if;~; c"
_18: 536L 1504
- - I
-~
~p--
--
III ~1IlK
StrIIIIIIt 3600
PII.BT: II81IIIIIDd & ilia Pro ......
.... ,...
Cement:
Fly Ash
Coarse Aggregate:
Fine Aggregate:
Water Reducer:
Air Entraining Agent:
MabrI8II
Ashgrove
Headwaters
Martin Marietta
Redi-Mix Concrete
BASF 322N
BASF AE90
ASTM C150 Type 1/11
ASTM C618 Class C
ASTM C33 - #57LS
ASTM C33 - Concrete Sand
ASTM C494 Type A
ASTM C260
Cement, Ibs:
Fly Ash, Ibs:
Coarse Agg, Ibs:
Fine Agg, Ibs:
Water Reducer, oz:
AEA, oz
Water, gal
Water,lbs:
SltlntlllIIrfa IIry ....... yn
564
o
1850
1333
16.9
2.4
29
241.57
wlc ratio:
Slump Range, in:
Air Range, %:
Unit Weight, Ib/ft^3
... r... PI' ..1181
0.43
1-3
3-6
147.72
Our concrete strength guarantee per ASTM C94 will not be effective unless
the field sampling has been done per ASTM C172 and ASTM C31 and the
laboratory testing fully complies with ASTM C39 and ASTM C1077.
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L-.IIrY .....
.... CllDm
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Aa n Ita1IItIIaI AnIIYIII fir III No. __
lit.. M"_ c.ntB ,_ .. 0- 711Y mlay
1 49 64 3.00 4.8 4600 5345
2 85 90 3.00 4.2 3810 5055
3 92 98 3.00 4.2 4365 5230
4 95 86 2.00 5.3 3640 4570
5 91 84 2.75 3.6 3810 4360
6 91 84 2.75 3.6 3810 4360
7 72 70 3.00 3.5 3960 5305
8 90 2.75 3.8 3485 4250
" 90 2.00 4.6 3970 5005
'"
10 86 2.25 5.2 2905 3785
11 93 2.00 4.2 3940 4820
12 92 3.00 3.5 4175 5150
13 90 3.00 3.4 3450 4215
14 89 88 3.00 3.9 3870 4855
15 47 52 2.50 5.0 4290 6690
16 2.50 5.0 4290 6465
17 62 76 2.50 4.8 4575 5600
18 59 3.00 4.4 4270 5275
19 54 2.50 3.9 4495 5510
20 70 2.00 4.8 4700 5705
21 68 1.50 3.2 5360 6470
22 73 2.75 3.8 5540 6130
23 85 90 2.75 4.8 4450 6185
24 80 93 3.00 3.9 3810 4825
25 90 89 2.00 3.9 4330 5590
26 61 69 3.00 3.5 3680 4575
27 60 71 3.00 3.5 3240 4480
28 57 66 2.00 3.7 5305 6740
29 92 94 2.50 4.3 4910 5760
30 90 95 3.00 4.1 3600 4510
.... 77 80 2.60 4.15 4155 5227
21_ $1, ...Ilaa. 791
.... A..... Ita ..... fer fir. fc" _ ... 4944
TIll T...,.. ..... .....I:h...nt
.. .._ .., . EIIIIII. TX MIl .lII7l...... f81lII7J 8lIH03Ii
'~' '" ~D7' "J' 'M" ,.
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, . '. "0 _ _. .._..~
_. 330J 1504
~I
......~
==
.11 .. ill...
ItnIIIh: 3000
FMwIrk
PIIBT: ~... &.. Pro IrN8
Cement:
Fly Ash
Coarse Aggregate:
Fine Aggregate:
Water Reducer:
Air Entraining Agent:
MaWIIII
Ashgrove
Headwaters
Martin Marietta
Redi-Mix Concrete
BASF 322N
BASF AE90
ASTM C 150 Type 1/11
ASTM C618 Class C
ASTM C33 - #57LS
ASTM C33 - Concrete Sand
ASTM C494 Type A
ASTM C260
Cement, Ibs:
Fly Ash, Ibs:
Coarse Agg, Ibs:
Fine Agg, Ibs:
Water Reducer, oz:
AEA, oz
Water, gal
Water, Ibs:
SatInbII SIrfa.., ...... 11M: yn
470
o
1850
1346
14,1
2
31
258.23
w/c ratio:
Slump Range, in:
Air Range, %:
Unit Weight, Ib/ft^3
.... c..ttI Pr....
0.55
3-5
3-6
145.34
Our concrete strength guarantee per ASTM C94 will not be effective unless
the field sampling has been done per ASTM C 172 and ASTM C31 and the
laboratory testing fully complies with ASTM C39 and ASTM C1077.
y~
liliiii H. .IIII'IY
.... .1irJ __
... .. CIID'tt8
1111 ,......... .....L lit
_ E. DIdn Pft l1li -1IIItJ. TIM -1I12J 2M__ - Fa mm m-.
IB
BEALL
I
~I
AClIII SlBtIItIaI_ fir rIX II. 33ILIIiM
IIUk B' ,_ c.ntI ,. - ... lIlY 28_
1 82 84 4.50 6.1 3240 4270
2 95 90 6.50 2.1 2810 3825
3 91 98 5.25 4.4 3020 3800
4 59 78 5.00 5.5 3330 4485
5 68 72 5.50 6.0 2000 3535
6 65 75 5.75 5.7 3210 4505
7 68 72 5.00 5.8 3070 4100
8 35 53 3.50 3970 4510
" 40 54 4.50 3285 3690
"
10 53 70 5.00 2900 4520
11 38 59 4.00 4.1 4180 5015
12 47 57 4.00 4440 4795
13 85 88 4.50 4.9 2960 4575
14 79 89 4.50 3.6 3360 4270
15 79 91 5.00 4.1 3090 4435
16 76 84 4.50 3.1 3110 3965
17 77 80 5.00 4.8 3450 4435
18 86 93 5.50 5.0 2745 3815
19 78 93 5.00 3.0 3395 4340
20 83 97 4.50 2.0 3510 3965
21 86 5.00 4.4 2570 3600
22 79 86 4.50 3.0 4090 4530
23 77 88 6.25 3.9 3225 3855
24 101 100 2470 3125
25 95 88 5.00 4.2 3010 3940
26 85 86 7.00 3.4 2940 3685
27 75 84 4.75 3.8 3010 3740
28 74 83 5.00 4.0 3330 4200
29 74 83 5.00 3.0 2970 3700
30 91 90 2.50 5.5 3660 4180
A..... 74 82 4.90 4.22 3212 4114
28_ ~ 411I.1116. 426
~ A.... S1r..... r.. fr. relt __ 3571
TIll T8BIIIIaI...... ....'..Int
........ k..,..... IX 7IIU .1II7l..... Fa 1II1l. ..
:RJ1Dl" MJL;.~
',,~ . '~!;iEt~;~i7y~~tIIE~E~1 ~
.11: 336M1504
PIILBT: l8iliiii.... & .. Pro IrIn
Cement:
Fly Ash
Coarse Aggregate:
Fine Aggregate:
Water Reducer:
Air Entraining Agent:
UII ~k _ PII All
~I
~ 3600
I11III P8VIIII
latwllll
Ashgrove
Headwaters
Martin Marietta
Redi-Mix Concrete
BASF 322N
BASF AE90
ASTM C 150 Type 1111
ASTM C618 Class C
ASTM C33 - #57LS
ASTM C33 - Concrete Sand
ASTM C494 Type A
ASTM C260
Cement, Ibs:
Fly Ash, Ibs:
Coarse Agg, Ibs:
Fine Agg, Ibs:
Water Reducer, oz:
AEA, oz
Water, gal
Water,lbs:
SatlnmlllrfB Dry W-.u... 11M: yn
611
o
1850
1249
18.3
2.8
31
258.23
w/c ratio:
Slump Range, in:
Air Range, %:
Unit Weight, Ib/ft^3
_I:I1II.. ,......
0.42
3-5
3-6
146.97
Our concrete strength guarantee per ASTM C94 will not be effective unless
the field sampling has been done per ASTM C172 and ASTM C31 and the
laboratory testing fully complies with ASTM C39 and ASTM C1077.
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DIIIIIIIIlmy
1..itllI'i1lrY _
..... CIIIntII
TIll TeoIIIIIB .... .....~It
_ E. DII1r8 PIrk l1li ........ TX 7i15. 1IIm!H-iai. FIX 111m 22HI1
IE
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lei n StItIItDllAIIQIII _1'tIx No. .,.
lit... M',_ ra...tI '''' .. ... 711Y 28_
1 86 4.00 5.2 4230 4805
2 82 88 8.00 3.7 4840 5955
3 47 60 6.00 6.0 3990 4990
4 50 67 4.50 5.5 4500 5475
5 52 62 5.75 5.5 4730 6170
6 94 97 4.50 4.5 4500 5515
7 52 65 3.00 5.7 4180 5325
8 73 84 4.00 5.1 3050 4425
9 73 84 4.00 5.1 3410 4325
10 64 81 4.50 4.3 4000 4985
11 71 88 4.75 5.9 4815 6000
12 64 80 4.50 5.4 4430 5480
13 64 80 4.50 4.3 3160 5120
14 70 83 5.00 5.1 3780 4830
15 75 87 4.50 4.5 4420 5240
16 71 91 4.50 4.8 4510 5430
17 74 93 4.50 4.8 4400 4965
18 71 82 4.50 5.5 4240 5070
19 81 94 4.50 4.5 4810 5820
20 74 89 5.00 4.8 4880 6225
21 74 92 5.00 4.8 4520 5790
22 74 84 6.00 4.7 3650 4415
23 74 92 4.25 3.4 4830 6240
24 90 98 4.00 4.6 4130 5280
25 76 88 4.50 5.5 3930 4735
26 89 98 6.00 3.0 4945 5950
27 92 96 5.00 3.9 4200 5295
28 92 85 5.00 5.2 4225 5220
29 86 92 5.00 4.6 3390 4230
30 81 5.50 6.0 3660 4430
a.. 73 85 4.83 4.86 4212 5258
28 lIlY II .1IItIIIII. 588
.... A.... Sb ....... r.. fr. re If _ 11II 4469
TIll ,.... ...... .....tHnIIt
....... k WIly. ~ TX" .l8I7J..... fallII1J....
ASH GROVE TEXAS L.P.
I;ASH ~RDVEl
90f (".Hot.> ReM
hROf'IIIe Ila 5J8
l\4JdIedIIIIn. TeaM 76e65
~ m-~J
I'D: ll72-299.s127
c-.t Type: 1/11
~hriMil ~..., .~..20e7
O*:~
STANDARD REQUmEMBNTS
ASTM C1~
~"1.
SpoIR..
.. LfIa6t T_~
~(~) A 19.91
NzO.('Mo) 6.(1_ 4.Q
'.,0.<"0) 6.0_ 3.97
ClIO (~) A S.4S
MtO ('Mo) (i.0_ 1.10
80.~) 3.0 !DIIX 2.89
~_ .......N) 3.011I&'I; 2.11
~ ("') J.l
JC.O t"i) A
~~"") 0.75_ O.~5
CO2 <'\I) A 1.2S
~~)....~ 5.0_ 3.3
1-'-('14) JIM' 'lXD()r 3.00'l6 __ 2.5
c.cos fa ........... ('16) 70" 86
r..... --.-g'" (%)
c.s A 55
CaS A 16
C,A II !DIlt 5.5
c...u A
c.AI'+3(CsA) A
PHY8IC&L
Spec.
~ LiIodt 'taI___
Ar_teat.flDOrtllr(....... %) 12_ 8.1
...... (-'It)
Wr~ 2tOOmil; mz
~~('Mo) o.SOIlllll; 0.02
c...,.-... olnIIlBfh (po()
I p"y
3 :o.p
7D.)s
~~
MiD;
A
1740
Z7Q)
A
ISU
n39
4'28(1
-n- ell...... (mlJIuta)
(VidQ
InilW
Fl_
Not less
lhaD 43
Not_
thIIl37S
84
212
OPTIONALREQUIREMINTS
~ Clse.e5 T..,. 2.... 4
CJD:l\I1CA.L
Pin'SlC.u.
&J*
~ x..... TaUlall1t
Meset~) A A
1hatrJ.f:~(IIJ Ill)
7 diIt;s A :no
Htat"'~(kJ_
JU.. A A
Spec.
BIm UBdt 1.... a...It
C,S+€4At"') A
...........1IIIlllIa ('10\0) 0.60 O.~
A =N.s~
B "l.imi& DDlIlpllCi4cd by ptrebuoo-, _laWt pIVVidcd filr
~WIIT.
C ;. TelIt mAIIlo 1<<tbis I""riolllllll ftIIble.
JA(:QUEUME CARMJAL
NOTARY' PUlHJC
'. STATE OF TEXAS
Comm. .,. 0z.2).Z010
w..~_tbe ~ daacribod-. ~thelimcof~ 1rlCllIl$ 1m chc:micaI aad
~r~oflbeAS1MCI50-0Scr(oIMr) ~
-r- - ~~
ThdcI O. Hiar.aIl
TitJII; QoaIhyCOlIII>aU.........
8ark~~
1d Wd61:60 L00c 01 "new
"ON XIj.:l
WO~.:1
HE~DWATERS
RESOURCES
Adding Value to Energy TM
Headwaters Resources, Inc. certifies that, to the best of its knowledge, the test data listed herein was generated by applicable
ASTM methods and meets requirements of ASTM C-618 and AASHTO M-295 and TX. DOT DMS-461O
Report ofFlv Ash Welsh Plant. Cason. Texas Unit #2
DATE: April 27, 2007
LABORATORY NUMBER: WELSH-2-3/21/07
MTRF #512 CA
COMPOSITE DATE
317/07 - 3/21/07
ASTM C-618-05
SPECIFICATIONS
TX. DOT DMS-4610
SPECIFIC A TIONS
CHEMICAL ANALYSIS
CLASS C CLASS F CLASS C CLASS F
Silicon Dioxide (SiOz)
36.26
Aluminum Oxide (Ah03)
18.95
Iron Oxide (FE203)
5.27
Sum of SiOz, Ah03, & FeZ03
60.48
50 Min.
70 Min.
50 Min
70 Min.
Magnesium Oxide (MgO)
5.57
Sulfur Trioxide (S03)
1.91
5.0 Max.
5.0 Max. 5.0 Max. 5.0 Max.
Moisture Content
0.10
3.0 Max.
3.0 Max. 2.0 Max. 2.0 Max.
Loss On Ignition
0.17
6.0 Max.
6.0 Max. 3.0 Max. 3.0 Max.
Available Alkalis as NazO
1.40
Calcium Oxide (CaO)
26.52
PHYSICAL ANALYSIS
Fineness: Amount retained
on 325 sieve %
21.09
34% Max. 34% Max. 34% Max. 34% Max.
Water Requirement, % Control
96%
105%Max 105%Max 105%Max 105%Max
Specific Gravity
2.60
Autoclave Expansion, %
+ 0.01
0.8% Max 0.8% Max 0.8% Max 0.8% Max
Strength Activity Index
With Portland Cement, 7 Day
100%
75% Min. 75% Min. 75% Min. 75% Min.
P.O. Box 38 Thompsons, Texas 77481-0038
P: 281.343.0079 F: 281.343.0872
FROM
FROM
Mar-l'-" IU:lill rror-
(THU)MAY 24 2007 10:47/3T. 10:47/NO. 6312456931 P 1
(TUE)MAY 15 2007 14:07/ST.14:07/NO. 6312456898 P
'.ViI.lI r.u./.fUU ""'"
.........~- -'III ~
Quality Test Report
IlIMt 4'111N1D1illlvr
........ 5"457 ~AII
1!Julla - . 'nCDOf otIS7 fGif..o..)
....... ...........
...... III 111~
... 'l~'" OII'IIJJDD?12".e
__ OIlL.....IIIIl 0111111&I0712:>48
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...... ~
.... a.... ~
U
..... ....
.... .......... ....... ........ ~... .. ...... '- ... ... ....-- ~
..'tlZ"m..a1llJllllt 0.0 0.0 0.0 0.0 1M.O 1l1D-'1OO
,atM_ _,I) ..0 2.1 2.1 17.1 .....00 ....100
112" ('lU.... a,7 .0 ~.o ....0 81.1 ... .... ..
-(fA_ MU '101'.0 te.D 51.' 18.1
"'(4.,,_ '.0 '.'.0 14.4 .5.1 4,5 2-& O-Ul
"cue- _.0 '31114.0 U !ll.7 ...3 1).3 N
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PANtI .. -.0 13171lO 0.70 10DJIII 0.00
QlWrT.......
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----
-
BEALL TECHNICAL SERVICES LABORATORY
SIEVE ANALYSIS RESULTS
Plant:
Product:
Date Sampled:
Date Tested:
Tested by:
BEALL CONCRETE, Plant 136
Fine Aggregate, ASTM C33 Section 5
12/14/06
12/14/06
JC
Percentage SPEC'S
Sieve mm %Ret %Pass -
1 112 38.10 0 100 -
1 25.40 0 100
314" 19.00 0 100 100
112" 12.70 0 100 100
318" 9.51 0 100 100
#4 4.76 1 99 85-100
#8 2.38 4 96 80-100
#16 1.19 29 71 50-85
#30 0.60 44 56 25-60
#50 0.30 73 27 10-30
#100 0.15 96 4 2-10
Pan 100 0 -
#200 (DecantJ 0.07 - 1 0-3
FM 2.5
y~
Laboratory Manager
FROM
(FR I) MA Y 25 2007 8: 45/ST. 8: 44/NO. 6312456937 P 2
a-BASF
The Chemical Company
May 11,2007
Certifieate Of COnfOrmance
Pozzolith 322N
BASF ConstructiOn Chemicals, LLC*
(*previously doing business as BASF Admixtures, Inc. and prior to that as Degussa Admixtures. toe. and Master
Builders, Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga ) ss
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 Speclallsl for BASF Construction Chemicals, LLC In Cleveland, Ohio; and
That Pozzolith 322N is manufactured by BASF Construction Chemicals. LLC; and
That pozzolith 322N, based on the chlorides originating from all the ingredients used in its
manufacture, contributes less than 0.00024 percent (2.4 ppm) chloride ions by weight of the cement
when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and
That Pozzolith 322N, depending upon the dosage used, meets the requirements for a Type A, Water-
Reducing, Type B. Retarding, and Type 0, Water-Reducing and Retarding Admixture specifiecI in
ASTM C 494, Corps of Engineers' GRD-C 87 and AASHTO M194 the Standard Specifications for
Chemical Admixtures for Concrete.
~ ~~~ }VJbl...J ,'I.
Richard Hubbard III
BA$F Construction Chemicals, LLC
Subscribed and sworn to before me
the 11th ~y of May, 2007 I j
!(~ ~q,U
Karen Bl8nehard
Notary Public, State of Ohio
My Commission Expires February 12. 2011
(Reeorded in Cuyahoga County)
KAReN A. BLANOHARD
Notary Public
In and for
the State of Ohio
My 00mm1l8lon ExplrH
FtI)Nary 12. 2011
Master
Builders
FROM
(FRI)MAY 25 2007 8:46/8T. 8:44/NO, 6312456937 P 3
a-BASF
The Chemical Company
May 11, 2007
Certificate of Conformance
pozzofith 300R
BASF Construction Chemicals, llC.
(.Previously doing businEl$$ lIS BASF Admixtures, Inc. and prior to that a$ Oegusu Admixtures. Ine.and Master
Builders. Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga ) SS
Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard
Hubbard III, who being duly swom, depOSeS and says:
That he is 8 Technical Specialist for BASF Construction Chemicals. LlC in Cleveland, Ohio; and
That Pozzolith 300R is manufactured by BASF Construction Chemicals, LLC; and
That no calcium chloride or chloride based ingredient is used in the manufacture of P~oIilh 300R;
and
Th8t Pozzolith 3OOR, based on the chlorides originating from all the ingredients used in its
manufacture, contribute$less than 0.0002 percent (2.0 ppm) chloride ions by weight of the cement
when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and
That Pozzolith 300R meets the requirements for a Type B, Retarding, and Type D. Water-Reducing
and Retarding Admixture specified in ASTM C 494, Corps of Engine.rs' CRD-C 87. and AA$HTO
M194.~~~specmcatiOnS~Chem~l_i~:Lj \ ~~~
Richard Hubbard 1I~
BASF Construction Chemicals, LLC
SublllCl'ibed .and swom to before me
the 11th day of May, 2007 J _ Il
t<'~ ~CN/JN.
Karen Blanchard
Notary Public, State of Ohio
My Commission Expires February 12,2011
(Recorded in Cuyahoga County)
KAREN A. BLANCHARD
Notary Public
In and for
Ihe State of Ohio
My Commission Expires
February 12,2011
Master
Builders
FROM
(FR I) MA Y 25 2007 8: 45/ST. 8: 44/NO. 6312456937 P
a-BASF
The Chemical Company
May 11,2007
Certificate of Conformance
MB fsE. 90
BASF Construction Chemicals, LLC
("Previously doing business as BASF Admixtures, Inc. and prior to that as Oegussa Admixtures, Inc. and Master
Builders, Inc,)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga ) SS
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 Specialist for BASF Construction Chemicals, LLC in Cleveland. Ohio: and
That MB AE 90 is manufactured by BASF Construction Chemicals, LLC: and
That MB AE 90 is Master Builders air-entraining admixture for concrete; and
That no calcium chloride or chloride based ingredient is used in the manufacture of MB AE 90; and
That MB AE 90. based on the chlorides originating from all the ingredients used in its manufacture,
contributes leSS than 0.000068 percent (0.68 ppm) ChlOride ions by weight of the cement when used
at 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. Corps of Engineers CRD-C 13, and
AASHTOM1~.~_.m~w~r-~l:r O?iJ~
Richard Hubbard II
BASF Construction Chemicals, LLC
Subscribed and swom to before me
K~Y'~d&MJ
Karen Blanchard
Notary Public, State of Ohio
My Commission Expires February 12. 2011
(Recorded in Cuyahoga County)
KAREN A. BLANCHARD
Notary PutIIIG
In and for
the State of Ohio
My CommI88Ion EJrpree
FtbfU8ry 12.2011
Master
Builders