TR0301-LR080812
12 08 08:51a
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Manhole Company
Texas
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8174832600
112- () 3-0 I
MANHOLE COMPANY
TEXAS PO BOX 24114
76124-11]4
FORT WORTH, r:X2023
817 -572<-
817 -483-2600 FAX
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Aug 12 08 08:51a
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Mix No: 342L 1504
pROJRf- M"nIt_ - Vlr_Loaa..
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IlIBcrIptitIt: 6 Sl42DO AIR
IlIatllills
Cement: Holcim
Fly Ash ~
Coarse Aggregate: Hanson
Fine Aggregate: Redi-Mix Concrete
Water Reducer: BASF 322N
Air Entraining Agent: BASF AE90
ASTM C150 Type 1111
ASTM C618 Class C
ASTM C33 - #57LS
ASTM C33 - Concrete Sand
ASTM C494 Type A
ASTM C260
Cement, 100:
Fly Ash, lbs:
Coarse Agg, Ibs:
Fine Agg, Ibs:
VVater Reducer, oz:
AEA, 02
Water, gal
Water, Ibs:
1atntIII...... "y IllliJlb.IB" IDic yard
56ci ~
1850
1288
16.9
2.2
31
258.23
w/c ratio:
Slump Range, in:
Air Range, %:
Unit Weight, ~bfft^3
Unless noted otherwise in
specifications, Redi-Mix will
guarantee concrete up to a
temperature of 100F.
_ Clllntl PI' IIIIIU' ..
0.46
3-5
3-6
1 46.68
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.
y~
DlDBI H. .B'9Y
L8blntll'J MInlUIr
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1001 E. CfiI'B Plrk IhI1 . ~..,. TX Jill- lsnJ 224-i62ti. f8I l81Z] 2Z&.\824
Aug 12 08 08:51a
Texas Manhole Company
8174832600
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BEALL
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ACla. statistical An8IJ8III1r rIx III. UIII4
Sit .,. Ai' '''' ClluntelBmp Shlnp Ai' JDay 28 Day
1 $2 95 4.50 41 3740 5205
2 82 95 6.00 54 3635 4420
3 80 9<1 5.50 42 4040 4735
4 80 95 6.00 56 3875 4570
5 79 94 825 50 4155 4820
6 78 91 5.00 4.0 4450 4855
7 86 94 5.00 4.4 4075 5105
8 86 90 5.50 4.6 3700 4460
9 82 92 6.00 4.3 3805 4925
10 M 55 6.00 3.3 4605 6185
11 64 69 3.75 4.2 4295 5195
12 49 64 300 38 4600 5345
13 54 64 425 52 4100 5395
14 67 68 11 00 3.7 4480 5770
15 55 55 575 5.0 4360 5595
16 4.50 3.3 4060 4645
17 81 7.50 4.2 3105 4500
18 85 83 500 4.D 4340 5235
19 75 6.50 39 4450 5335
20 80 82 soo 32 4210 5255
21 78 91 500 38 4035 5285
22 87 so 575 3.0 4-:80 5220
23 94 91 650 37 4120 5025
2.1! 85 500 4.0 3960 4715
25 90 98 7.00 32 3660 5090
26 84 92 300 5.0 4310 5205
27 92 92 3.50 4.0 4520 5485
28 96 4.00 3.1 3135 4225
29 79 300 44 3260 5015
30 97 3.50 2.2 3870 4365
31 82 84 500 44 3560 4365
AVlra!J8 77 85 5.14 4.07 4022 5021
!I Day StInllI'II ~viatl. 450
_nmAVInJI StrlIIII1k fer: 4803
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Aug 12 08 08:52a
Texas Manhole Company
8174832600
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(i,'EDISEP 12 2C07 9:32'/S~. 9:23/~O. o3!245~'2S4 r;
Version 5.5
t'Holcim
Material Certification Report
Material:
T
HoIcim (US) Inc.
1800 Dove Lane
MidIolhi81'1, TJ< 76065
(972) 923-5800
DoiltG- l;cued: 07 -Se 200"
The follOWing irdo"'lon is based on .....age '8.' daIlI ng the test period. The data Is typIc8I of cement shipped by
Hot_ IndlvlUllhl
Midlolhia.n Plant
1800 Dove Lane
MidloIWa/l, TX 76065
Urs FI.I(:hS
6.0 !'UM 3&S
6.0 ma~ 3.2 3S2
64.8
.--,----.--..
e.OmlllC 0.7 O.BOlIlllX B.02
3.0 msrI' 3.2
3.D maK 1.7
0.75 m~ 0.35 30
0.8 lo.y
5.Q mall :2.1
10mln 82 Inil,.1 ViClll ,millutel) 4!>-3'P.) 125
Mortar Bar ecpansiCln C1038 {%) 0.00(1
&m.u Heel of 7od. 83
blllng currenlly Cllipped wrnch was prodUClld n August of 2007.
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T~LlC Ji:asGf-
!/$It
By
O~llty Control Manager
Aug 12 08 08:52a
Texas Manhole Company
8174832600
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Adding Value to Encrn ''''
Headwaters Re:;ources, lnc certifies tha~ to the best of its knowl~dgt:, \he test data ltsted herein was generated by applicabh:
ASTM methods and meets requirements of ASTM C-618 and A.<\SHTO M-295 and TX DOT DM5-46 I 0
Reoort ofFlv Ash Welsh Plant. Cason. Texas Unit #3
DATE: SeDtcmber 16.2007
LABORATORY NUMBER: WELSH-3-Si3J07
IvITRF # 1632 CA
CO~S1TE n,\ TE
7;19/07 - 8/3!07
AST:\.1 C-6t8-4l5
SPEClFICA TIONS
TXo DOT DMS-4610
SPECIFICA nONS
CHE:\llCAL ANALYSIS
CL..\SS C CLASS F CLASS C CLASS F
Silicon Dioxide (SiOl)
35.49
Aluminum Oxide (AhOJ)
18.13
Iron Oxide (FEzOl)
5.67
Sum. ofSiOl, AhO:l, & Fe:O~
59.29
50 !\.olin.
70 fl..1in.
50 ~.ilin
70 Min.
Magnesium Oxide (MgO)
5.68
Sulfiu Tlioxide (SOl)
1.76
5.0 l\.lax.
5.0 :\Itas. 5.0 Max. 5.0 Ma..'t.
'\loisrure Content
0.13
3.0 Max.
3.0 ~1ax. 2.0 Ma:c 2.D Max.
Loss On Ignition
0.12
6.0 \1a.x.
6.0 Max. 3.0 Max. 3.0 Max.
Available Alkalis as KalO
159
Calcium Oxide (CaO)
26.90
PHYSICAL ...\.~AL YSIS
Fineness: Amount n:tained
on 325 sievc %
21.01
34% Ma.'i.. 34% Max. 34% Max. 34~o ~1ax.
\~iater Requirement, % Control
96%
]OS~~Nlax ]05~~1ax 10S~o~Ia~ IOS~o~1ax
Specific Gravity
2.67
Autoclave EXP311Sion, <>,,,
-'- 0.01
0.8'1/0 Max O.S% Max 0.8% :vt<lX O.ll% MiL'"
Strength Activity Index
With Portland Cement. 7 Day
104%
75% Min. 75'H,]\.;lin. 75~.. Min. 75% J\.lin.
AUTHORIZED SIGNA nrRE:
~........................'.~.................."'........
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., . .'" ... ..
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PO. Bex 38 Thompsens, Texas 7748] -0038
P: 281.343.0079 F 281.343.0872
Aug 12 08 08:53a
Texas Manhole Company
8174832600
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REDI-MIX TECHNICAL SERVICES LABORATORY
SIEVE ANALYSIS RESULTS
Plant:
Product:
Date Sampled:
Date Tested:
Tested by:
Redi-Mix Concrete
ASTM C33 Section 5_1
6/6/07
6/6/07
OJ
PercentiJae SPEC'S
Sieve mm Ind%Ret %Ret %Pass
11/2 38.10 0 0 100 100
1 25.40 a 0 100 100
314" 19.00 0 0 100 100
1/2" 12.70 0 0 100 100
318" 9.51 0 0 100 100
#4 4.76 1 1 99 95-100
#8 2.38 16 17 83 80-100
#16 1.19 15 32 68 50-85
#30 0.60 26 58 42 25-60
tI50 0.30 24 82 18 5-30
#100 0.15 13 95 5 0-10
#200 (DecantJ 0.07 3.5 98 2 0-3
Pan t .6 100 0
FM 2.9
t~
Technical Services Manager
p.6
Aug 12 08 08:53a
Texas Manhole Company
8174832600
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~[I/:'L'~~OC: ::-'~~C' PY. FROi--i; F.I:,d:..-}l1-:--: 'J(>~:J:-C R~;i\.-f'ol~:-': Lor. ':'O~ 1 ?l, ~:<.:-~€-:LC' t:.iv,;r:: t~U9 O~ ':.011
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a-BASF
The Chemical Company
May 11.2007
Certificate of Co~lorrnance
PozzoIith 322N
SASF COR$tI'l,lCt1OI"I Chemicals. LLC.
("'Previously doing business as BASF Admil'Ues, Inc. ~ prior to that as Degussa Admixtyres. Ioc. and Mast.r
Bl.lildera, Inc.)
TO WHOM IT MAY CONCERN:
State of 0 hio )
County of Cuyahoga ) SS
Before me. a Notary Public. in and for the aforesaid State and County, personally appeared Richard
Hubbard III, Who being duly sworn. deposes and says:
That he Is a Technical Specialist for BASF Construction Chemicals, LLC in Cleveland, Ohio; and
That Pozzor,th 322N is man~factured bV BASF Constru~ Chemicals, LLC: and
That Pozzolith 322N. based on the chlorides originating from all the ingredients used in its
manufacture, contribute&lees than 0,00024 percent (2,4 ppm) c;:tIIoridlil ions by weight oflhe cement
whet' 1I~ at the (a~ of 85 mL per 100 kg (1 "uid ounce l)er 100 poundS) of cement; 8n(\
That Pozzolith 322N, deJJ9nding upon the dosage used. meets the requirements for a Type A.. Watef-
Reducing. Type B. Retarding, and Type D. Water-Reducing and Retarding Admixture &peCiflec:t in
ASTM C 4IM, Corps of Engineera' CRD-C 87 and AASHTO M194 the Standard Specifications for
Chemical AdrnixlurEl$ for Conc:rete.
rJ ~""~ ;K~l.vJ I".
Richard Hubbard III
BASF Construction Chemicals. lLC
Subscribed and sworn to before me
the 11th cIsy Qf MSlV, 2007 I j
!{~ ~.q,/?4
K8r~n BllInehard
Nolary PuIX:, Stale of Ohio
My Commi&6ioll Expire6 February 12.2011
(Rec.orded in Cuyahoga Coonty)
KAREN A, 8L.AfolCHARO
Notary Publlo
"'lIId fOf
the 81811 of Ohio
MV COllmlt.1on EJcpir.
February 12. 2011
Master
Builders
Aug 12 08 08:54a
Texas Manhole Company
8174832600
p.8
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25 20Gi a: 46/S!. 3: H/r;O. e3' 24 55~3;' P
3
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a-BASF
The Chemical Company
May 11, 2007
Certificate of Conformance
PozzofiIh300R
BASF Constn..lc.tion Chemicals, LlC.
("PreviouGlY doing busine.. _ BASF AdmixtL6es, Inc:. and priQrto \t1at al ~ulIn Admilltures. Inc. and Master
Builder.;. 10(;.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga ) S8
BefCl!'e ma. a Notary PUI:lUc. in and for lhe aforesaid Slate and County, personally appeared Richafd
Hubbard III. who being duly sworn, deposeS and says:
lllat he Is a Technical ~ialist for BASF conatl1Jction Chemicals, lLC in Cleveland, Ohio; and
That Pouolith 300R is manufactured by BASF Construction Chel"Yicals, lLC; and
That no calcium chloride ()f chloride baaed ingredient i6 used in the manufacture of Pozzolith 3OOR;
~
That ?ozzoJith 3OOR. baSed on Ule chlorides originating from all U1e ingredients used in its
maootacture. contributes less than D.0002 percent (2.0 ppm) chloride ions by weight of the cement
when used at the rate of 65 mL per '00 kg (1 fluid ounce per 100 pounds) of cement; and
That Pozzolith 300R meets I"e requirements for a T~pe a. Retard ing, and Type D. water-Reducing
and Retarding AdmIXtUre specified in ASTM C 494. Corps of Engineers' CRO-G 87. and AASHTO
M194, the Standatd Specifications tor Chemical Admixtures for Conerete.
6(~J \\:~~
Richard Hubbard uf I
BASF construction ChanWcalS, LLC
S\lbsCribed an<! sworn ta before me
t".11th d<ty of Mao,'. 2007 J . Il
k~ ~C/IIVlJL
Karen Blanct1ard
Notary Public, State of 01110
My Commissi-on Expires February 12, 2011
(R~rc)ed in cuyahoga Cou..,ty)
KA~EM ~, Bl.AMCHARD
N<<aty Pub~c
In and for
Itle S1Ite 01 Ohlo
Uy Commialion EllpIrts
rllbruary 12, 20U
Master
Builders
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Aug 12 08 08:54a
Texas Manhole Company
8174832600
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lFRI)t~,;y 25 2Q~7 34US' 3:~[/Nt). 83:2455937 ~
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a.BASF
The Chemical company
May 11,2007
certificate of Conformance
MB AE. 90
BASF constructiOn Chemicals, LlC
("Prellialsly doing business as BASF Admixtures, Inc. and prior to that as Oegu&sa Admixtures. Inc. and Mastef
Buiders, IrlG.)
TO WHOM IT MAY CONCERN:
Smte or Ohio )
County of Cuyahoga } $$
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 Specials! for 8ASF Construction Chemicals, LLC In Cleveland, OhiO: and
That MB AE 90 is manufa(;tured by BASF constructi~n ChemicalS. LLC; and
That MB AE 90 is Master Builders air-entraining admixture for (:Qncrete; "nd
That no cak;ium chloride or chlgride b~ ingredienl is used in the manufacture 01 MB AE 90; and
That MB AE. 90. based on the chlorides originating from alltle ingredients used in its manufacture,
contributes leSS than 0.000068 percent (0.68 PPIl'l) chloride ions by weight of the cement when used
at the rale of 65 mL per 100 kg (1luid 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
MSIfTO "'$0. 'he S......nl Sped''-'" <0, ""-~l:r ~).: ~
Richard Hub~rd IIf] 1\.1
BASF Construction Chemicals, LLC
Subscribed and sworn to tefoc'e me
tK;::;Y,2~daAJ
Kefen Bllilnctuwd
Notary Putllic, Slate of OhiD
My Commission Expires February 12.2011
lReconied in Cuyahoga COunty)
KAREN A. SWtCHMW
Nme" PubIc
In an<l for
the Stat. of Ohio
M. Comrnllt~ EllI*N
f"etltuary 12,2011
Master
Builders
Aug 12 08 08:55a
Texas Manhole Company
8174832600
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nu~ 02 2007 4:44PM
Han~on T. S. Lab
"'--'
I
"'-
Souree:
l)'Pe:
Lab NO:
Date:
9722603655
.0.
...
.~.Hanson
~outDWes( Ktgten
'I ed.niel) Services u b
1000 N- MacArthuI Blvd.
Grand Prairie, TX 75050
T=l. 972-260-3646
Fax. 972-260.3655
y:wv..' .hansonplc .oem
~lA TERlALS BV ALUA nON
Coarse Aggreptes
Hanson @ BriGl'!:epol1 (perch-Hill) PlllIll
11777
AS'TM #57 (1" - #4) Crushed Lime Stone
TS-Weckly-07
Recei\'cd 07-i)]-07
TechDical Scni~1.'5
Report: Z(}07-8
D~: Oi-22-07
ASTM
Mb.HOD
C-136
C-136
C-]36
C.136
C-l36
C.l~
C.B6
C.B6
C.136
C.1l7
C-127
C-12'7
C-29
C-29
C.29
C-B t
C.]260
C.gs
C.88
C.l23
C.142
TEST
DESCRIPTION
2" Sieve
1-1/2" Sieve
I" Sieve
3i4." Sieve
]/2" Sieve
3/g~ Sieve
#4 Sieve
#8 Sieve
#16 Sieve
DeCilut (. #200 Sieve '~l<l:illed)
Bulk Specific Gravity, SSD
AbllOJPtion,
Unit Weight (Dry Roddcd),
Unit Weight (Dry Loose),
Voids Content (Dry Rodded),
L.A. Abraiion.
Potemial Alkali Reactivity of Aggregates,
SounCne&5 by Sodium
Slllfate (5 cycles},
SoundneSli by Magne;iurn
Sulfate (5 cydcs),
Light Weig:h1 Pieces,
Oay Lumps and Fria.ble Partic:1es,
C-2S Calcium Carbonate EQV,
C-25 ACld Im()Jub1c Residue,
0.4191 (C.U9)" F1atParticlell .................
0-4191 (C-119) . EloagatedParticle ... .....,....:it"
. DFW AiTpOrt Sp::Ci.
Not~:
TEST
RESULTS
100 % Passing
100 % Passing
91 % PllliSing
85 % Palis:ing
35 % Passing
1 S 0/.. Passing
7 % Passing
3 % Pa~sing
1 % Passing
0.56 % Passing
2.<i78
0.8 D'
ill>
104.8 LbslCu.Ft.
94,9 LbsICu.Ft.
37.5 %
26.4 % Loss
0.03 %Exp.
:uo % Loss
3.30 % Loss
0.0] %
0.01 %
CJ'~
%
,.
'0
%
ASTM C-33
SpecifieatlOD
100
95-100
25-60
0-10
0-5
1. 5% Max.
50% Max.
0.1 % Max
120/.. Max
18% MIX.
O.S%Max.
3.00/0 Max.
8.0
Vartan BabaJchaniaD. P.E. .....
Tecbnical Servica Lab Mana&~~.
~t.