illinois tollway ffi'n* grove, avenue - cptech center · illinois tollway 27u) ogden avenue...

_ffi'n*Illinois Tollway27U) Ogden AvenueDowners Grove, ltlinois 6051 5-l 7O3630-241-6800Fax 630-241-6105

July 29, 2013

Mr. Nyle AndersonArea ManagerSuper Mix, Inc.5435 Bull Valley RoadMcHenry, IL 60050

Subject: Tollway Mix Design: Performance Related High Pertbrmance Concrete (HPC) for Superstructures

Dear Mr. Anderson:

The Tollway has received and reviewed the attached mix design for production by Super Mix at your Hampshireplant. The mix design has been developed to mcet the Tollway's " Petformance-Related Special Provisionfor HighPerformance Concrete Mix Designsfor Concrete Superstructure." The mix design was developed by yourcompany and submitted to the Tollway for use in bridge deck construction on Tollway contract I- l2-4078, inaccordance with the Contract design requirements.

The marerial ingredient sources of the attached concrete mix design fbr production at Super Mix's Hampshire plantare IDOT certified to produce the nuterial classifications and / or grades and rhe aggregate qualities that areindicated on the Tollway's standard A-30 mix design form. This includes the use of "A" quality coarse aggregates.The mixture also contains a saturated lightweight aggregate (Gravelite CF) that is shown by Super Mix to meet therequirements of ASTM C-330, "Standard Specifi.cation for Li1hfieeight Aggregate for Structural Concrete." Ttr-Gravelite CF is being applied in accordance with ASTM C l76l "Standarul Specification for Lightweight Aggregatefor Intemal Curing of Concrete," as permitted by the Tollway's HPC special provision.

A laboratory trial batch of rhe proposed HPC mix design was conducted by CTLGroup, along with the subsequentperformance testing of specimens fabricated during the laboratory tdal batch. The te;t results are attached in theJuly 3,2013 report from CTLGroup, and are summarized here:

I . The initial slump of the mixture (AASHTO T I l9) was 7.5 inches, which is within the required rangeof3 to 8 inches. The slump atler 45 minutcs was 4.?5 inches, which is greater than the 3 inchrequirement. These results indicate that the mix did not lose 4 inches ofslump in 40 minutes, andinterpolation of these results indicates that the mixture would not lose more tlan 2 inches of slump in20 minutes.

2. The Compressive Strength test results (AASHTO T22) indicare a value of6,000 psi at l4 days, whichachieves the specification requirement ofa minimum of4,000 psi at l4 days, 6,000 psi will also be theTarget Compressive Strength that will be used in tield production evaluations of this mixture.

3. The Time to Cracking test (ASTM Cl58l) was not required for this mix design: the mixturc containsless than 605 pounds per cubic yard of cementitious material, and a minimum dosage of 1.5 gallon percubic yard of shrinkage reducing admixture (SRA) is used.

4. The Length Change test results (AASHTO Tl60) show a value of0.03l percent after 21 days, whichexceeds the requirement ofa maximum of 0-03 percent after 2l days.

5, The Air Void System analysis (ASTM C457) indicates that the trial batch mixture contained thesufficient and properly distributed entrained air required in rhe specification.

6, The Freeze Thaw Durability testing (AASHTO T161, Tollway modified) was nor required by theTollway, due to the acceptahility of the Air Void System analysis.

7. The Chloride Permeabitity testing (AASHTO T277) conducted at 28 days showed a value of882coulombs, which achieves the requirement of a maximum of 1250 coulombs at 28 days.

8. Alkali Silica Reactivity testing is not required by the specification, since the total alkali contentcontributed by the portland cement (2.3 lbs per cubic yard) is less than 4.0 pounds per cubic yard.

fi*wlllinois Tollway27(N Ogden AvenueOowners Grove, l inois 6(815-1703630-241-68(NFax 63&241-6105

A field production trial of the proposed HPC mix design, including on-site quality control testing, was conducted bySuper Mix at their Hampshire plant on May 31, 2013, and observed by Tollway representatives. The trial batch testresults are summalized on the Tollway's Trial Batch Work Form, and indicate that the May 3 l, 2013 trial batchachieved specitication results in the plastic concrete testing. The rial batch plastic concrete test results andsubsequent performance testing of specimens fabricated during the trial batch are also included in the attached in theJuly 3, 2013 report tiom CTLGroup. Those results are summarized here:

l. The initial slump ofthe mixture (AASHTO T119) was 6.5 inches, which is within the required rangeof 3 to 8 inches- The slump after 45 minutes was 6 inches, which is greater than the 3 inchrequirement. These results indicate that the mix did not lose 2 inches of slum p in 20 minutes, or 4inches of slump in 40 minutes, as required by the specitjcations.

2. The plastic air content (AASHTO Tl l9) of the mixture was 5.4 percent, whioh is within the design aircontent of 5.0 to 8.0 percent.

3. The water/cement ratio ofthe field trial was 0.377. This is within the speciticatior range of +0.00/-0.03 of the design water cement ratio of 0.404.

4. The Compressive Strength test results (AASHTO T22) indicate a value of 6,497 psi at 14 days, whichachieves the specification requirement ofa minimum of4,000 psi at l4 days. The field trial stengthalso did not exceed the Target Compressive Strength of 6,000 psi plus 1,500 psi, as required of thefield produced mixture.

5. The Chloride Permeability testing (AASHTO T277) conducted at 27 days showed a value of 1089coulombs, which achieves the requirement of a maximum of 1500 coulombs at 28 days.

Based on the information artd results described above, since the length change results did not pass the testrequirements, the attached HPC mix design containing 1.5 gallons per cubic yard of SRA is not approved.Additional information can be submitted to the Tollway tbr reevaluation of this mix design.

Subsequent to this evaluation, Super Mix proposed that the Tollway consider the mix design acceptable at 2.0gallons per cubic yard olSRA, if acceptable length change test results are provided for that mixture. The Tollwayaccepted that proposal, since the other rnaterial properties should not be greatly affected by this change. Theattached drati report from CTLGroup dated July 26.2013 provides length change test results halfway through the 28day test period. Extrapolation ofthese test results indicate that the Super Mix HPC mix design containing 2.0gallons per cubic yard of SRA should achieve acceptable length change results.

Based on this information and the results described above, the attached Tollway high performance concrete mixdesign for production by Super Mix is given conditional approval for placement on Tollway contracts containing the" Petfonnance-Related Special Provision for High Performance Corlcrete Mix Designs for ConcreteSuPerstnrcl re." The HPC mix design is assigned Tollway mix design number 90PCC1325. Note that this mixdesign can only be produced at Super Mix plants using the identical sources shown in the mix design, and a changein material components to this mix design may require redesign of the mixture.

Full approval of this mix design will be considered when the completed length change test results are provided.Forward these results to the Tollway when they are completed, to tinalize the review.

lf you have any questions, contact Ross Bentsen at the Tollway olfice, extension 3968.

IIIittoisfiilhra!

Sincerely,

Gregory R. Stukel, P,E.Deputy Chieliof Progra

lllinois Tollway2700 Ogden AvenueDowners Gtove, lllinois 6051 5-1 703630-241-6800Fax 630-241-61O5

-:#..{fl/, ystem Integrity

Materials Manager

GRS;SLGAttachment

cc Ross A. Beotseo, P,E.1237M. Materials Inspection. C.09.01LT-Tollway-SLC- I 237-SupcrMixTemary-90PCC I 325-072920 I 3.doc

EEtF^

CEtIENT Typo:

CEttlEl{T Source & Code l{o.:

llllnoLcuBrc YARD (SSO)

380

FLYASH Cla88: ltlRT- Labadle

FLYASH Sourc. & Codo fo.:

Additional Pozolan TypoPozzolan Source & Codo No,

r85

Abrorpdon:Spruco Lako Sand and G]awl - BeMdel€, lL - 5{Xr70-13

FINE AGGREGATE Propodon (lb!.): 995

oz2cN10tAbrorptlgn: 1-7

Bowily Malerialr . Bolvldorr, lL .50072-15COARSE AGGREGATE #l Proportbn (1b8.): 1420

Gravelltr CF

Abaoipdon:

935{r

5203(Nr,l

-ilill6;;IFo= iri-F'o-i64fi ;ltts.)

FlIE AGGREGATE Gradsroosc.lpf on:

FINE AGGREGATE Quallty Cl.!!:FINE AGGREGATE Source & Code !{o-:

COARSE AGG. *l GradorDoscdptlon:

COARSE AGG. *l Quallty ClalltCOARSE AGG. rl Sourco & Code llo.:

FINE AGG. #2 G6dorDoscrlpflon:

COARSE AGG. #2 Oualiv Cla8s:

o27F,o2

ADDED WATER quallty D.scilptlon: Potablo

WATER REOUCER ADMIXTURE AST,, DoElgmflon:

WAIER REOUCER ADIIIIXTURE Sourco:

AIR El{TRANll{G ADIIIIXTURE AST'I OeElgnatlon: C260

AR Et{TRAi{ll{G ADIIIIXTURE Sourco:

AIrDlnO[AL ADlt lXruRE D€scrlptlon:

ADDITIONAL ADTTIIXTURE Sourc.:

ADDInONAI AD|IXTURE Doecdpton:

ADDITIONAL ADI$IXTIJRE Source:

9Il€ - Ar 2@ - *12112t:

Shrinkage Roduclng Admlrture

COARSE AGGREGATE *2 Proportlon (lbo.)l l,l3

TOTAL WATER Propo.tlon (lbs.): 210

C,t9,4 TyDe ArF

Slk . Vl.cocr€te 2100 - #t3820WATER REOUCER ADt IXTURE Proporilon (Fl. Oz.l: 1 6,35

Slk. . Conlfol 220

1.9

AODITIONAL ADIXIXTURE ASTtrl Doelgnelion: C,(9,1Typo S

At DITIONAL ADiIIXTURE P.oportlon ( G.llon.):tlydratlon Stablllzor / Retarder

1.5

ADDITIOI{AL ADIUIXTURE AST" Do3

Slka - Slkqtard 4,(,

ADDmONAL ADMIXTURE Prqportlon ( Fl, Oz):

lllinois TollwayConcrete Mix Design Report

AA0

DESIGI{ DATE

PROJECT LOC

COUTRACTOR

PLAI{T LOC

583113 ISTHA COiITRACT No. 4074

l-90 and Route 20 BddoE

HamDshire, lL

tsTHA tX i{O.

SPECIFIED CO PRESSIVE STREIIGTH (pEl) _1999_SPEqHED SLUttlP RAiIGE (lnchc 8'ilax,

SUPPLIER Super Mix, lnc.

PLAI{T IDOTCODEiIo' 5456{8rsTHACTASS OFCO CRETE ______!Eg_

OAYS AGE

SPECIFIED AR COrIE T(%l: 4 - 7

AslIa

.nyREI{ARKS:

Thlr 8ubmlltal cortlfioE thqt tho mstsriab to bo usod contom lo the

lndlcatgd specmcaflonr and a]r of lh. quallty.nd gradatlon spoctfod.

Rsv 3/31,09

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Sample

Garick Corp.MATERIALS LABORATORY

CLEVELAND, OH 44 I252t6.410-6773

SIEVE ANALYSIS

Gravelite CF

No.4to0

SAMPLE DATf,: 11t13t12PLINT:

CUSTOMf,&

IMNAL WGTDRY WGTMOISTURE

495.0 grsms476.0 grams

4.2 0k

FTNEI,IESS MODULUS 5.264a.5 poundd cubic toot (damp)

pounds/ cubic yard (damp)

SCREENstzE

WEIGHTRETAINED RETAINED

CUM Yo

RETAINED PASSINGASTU LIIIIITS C-330 - % PASSINGCF CM lnte. CS

21t2 tN. 0.0 0.0 0,0 100.02 tN. 0.0 0.0 0,0 100.0

't -3r4 tN. 0.0 0.0 0.0 100.01-1r2 tN. 0.0 0.0 0.0 '100.0

I tN. 0.0 0.0 0.0 100.03r4 tN. 0,0 0.0 0.0 100.0 90-1001t2tN. 0.0 0-0 0.0 100.0 100.0 100.03'8 tN. nn 0.0 0.0 100.0 100.0 80-100 90-100 t 0-50NO. 4 31.8 4.7 6.7 93.3 85-100 540 65-90 0-t5NO. 8 90.3 19.0 25.7 74.3 o-20 35-65

NO. t6 126.4 26.7 52.4 47.6 4{r€0 0-10NO. 30 86.9 18.3 70.7 29.3NO. 50 52.3 11.0 81.7 18.3 10-35 10-25

NO. 100 31.8 6.7 88.4 1'1.6 5-25 5.15PAN 55.1 1.6 100.0 0.0

Doundycubicfoot ldw)

Percent Retained

30.0

25.O

20.0

15.0

10.0

5.0

0.03/8lN_ NO. 4 NO. I NO. 't6 NO. 30 NO. 50 NO, too

--]." TaEet Gmdation

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Ftl

..4<ir

tft{}{s

tp&,r"4v

1601 Rockwell Road Lasalle, lL 6'1301(815)22+2112

MILL TEST REPORT

C€mentType: I

Productlon P6rlod: May 1 -3'1,2013Report Daie: July 8, 20'13

Chemical Data Test Result

Atro3(c '114) oh

FerO3 (C 114) %

Mso (c 114) 9o

so3(c 114) o/o

NarO (C 114) oA

lgnition Lo6s (LOl) (C 114) %

Equivalenl Alkalies (C 150) %

lnsoluble Residue (C 114) Yo

Lim$tone (C 150) oh

CaCO3 in Limestone (C 150) %

co2 (c 114, o/o

Potential Cement Phase Composition (C 150-09)

c"s %

5.5

2.5

4.00

0.39

1.9

1,O4

0.50

3.1

7B

1.'l

55

13

7

10

%

%

CzS

c.AFcd

Phy8ical Data T€t R6ult

Air Content (Cl85)

Blaine Fineness (C204)

325 Fineness (C430)

Expansion, Autoclave (C 151)

Expansion, Mortar Bar (C 1038)

Compressivs Stength (C1 09)

1 day

3 days

7 days

28 days

Time of Setting (Vicat) (C191)

lnitial

Final

Notes:

vo

cm2lg<

%

6.5

3635

94.9

0.13

0.008

27144008

4616

5526

91

210

pEt

psi

psi

psi

mtn

mtn

Wa c€rlify lhat lhc abo!€ d*crib6d c€m6r{ Bt th6 lim6 of shipm€rt m€ets ths ch€micsl snd physicd requirsmsnl3

of tne ASTM C 150, and AASHTO M 85 sp€cifcation6. Th€ ebov6 dale r€pr€G€nls ths avErq€ for Ebov€ sialadprodudion p6riod.

718120't3

Kevin JensenChiet Chemist

Ws are an AASHTO accredited laboratory

Date

Analytical Testing Seryice Laboratories, lnc.P.O. Box lll8, Joplin, Missouri 64802

14171782.6573

Mineral Resource Tech. lnc., A CEMEX Co.929 Gessner, Suite 1900 HoustonHouston, Texas 770241-813471-2266 ext 114

Attn: Oscar Jaramillo

Re: 05805 - Labadie Fly Ash Sample - 3200 Ton Composite - Silo D- 4110-1912013

AASHTO.M295Class "C"

Requirements

34o/o Max5.0% Max3.07o*Max

5.0% Max5.0% Max0.87o Max

75% Min75o/o Min

105olo Max

50% Min

5olo Max

1.50o/o

We certiff the above !!as tested in accordance with ASTM C618 & MSHTO M295.

Analytical Testing Service Laboratories, Inc.

May 29,2013

ASTM C-618Class "C"

Requirements Actual

Fineness (+325 Mesh)Fineness VariationMoisture ContentDensity g/cm3 C188Density VariationLoss on lgnitionSoundness

S.A.l., 7 DaysS.A.l.,28 DaysWater Req. 7o Control

Silica SiO2

Aluminum Oxide Al2O3

Ferric Oxide Fe2O3

Total

Sulfur Trioxide SO3

Calcium Oxide CaOMagnesium Oxide MgO

Available Alkalies Na2O

34olo Max5.07o Maxt':-Y"*

5.0% Max6% Max

0.8% Max

75o/o Min75o/o Min

105o/o Max

50o/o Min

5.0% Max

14.00o/o

O.3Oo/o

0.15o/o

2.751.09%0.50%0.010/o

100.80%103.90o/o

94.200/o

32.630/o

22.74o/o

6.01olo

61.387o

1.87o/o

26.310/o

5.80o/o

1.37o/o

\*John K. Cupp, Manager

Product Data SheEtEdition 5.1.2012ldentitication no. 429792Sika Air 260

Sika@ Air 26OAir Entraining Admixture

Descrlptlon Sika Air-260 is a unigue, synthetically manufactured surfactant for the airentrainment of concrete. SikaAir-260's patented formula provides superiorcontrol oflhe air content and finishability in air-entrained concrete. Sika Air-260 increases concrete's durability, making it more resistant to the damag-ing effects of fteezing and thawing, while improving wod(ability and reducingbleeding. Sika Air-260 meets lhe requhemenls ofASTM C 260.

Applications Sika Air-260 is designed for use in exterior and interior concrete such as high-way paving, curbs and gutters, sidewalks, driveways, slabs, walls, or otherareas needing protection from freeze-thaw damage or the hannful effect ofde-icing salts.

Sika Air-260 is effective in increasing the workability of the concrete, espe-cially in lean or harsh mixes.

Advantages . lncreases resistance to freeze-thaw cycles and scaling.. lmproves workability-. Reduces bleeding.. lmproves appearance of architectural concrete.. Reduces size and number of capillary channels, increasing impermeability.. Substantially increases durability.. Provides superior air-void system.

How to Use

Dosage The recommended dosage range for Sika Air-260 is 0.1 to 6.0 ounces per 100lb3. (7 to 400 ml/100k9) of cementitious material. Various concrete materi-als, slump, ambient air temperature, additions of pozzolanic materials, mixingtime, and type and brand of cement will afect dosage rates.

It is recommended that trial mixes be conducted in order to determine thedosage to obtain the reguired percentage of entrained air. ln addition, a regu-lar program of air tests should be instituted in order to adjust the dosage tochanging conditions. Please contact your local Sika representative or Sika'slechnical service department at 1-800-933-74521or any assislance in dosagerecommendalions.

Measure the required quantity per batch manually orwith automatic disp6nserequipment. Add Sika Air-260 to mixing water or sand. Do not mix with dry ce-ment.

Comblnatlon with other Admlxtures:Wh6n used in combination with other admixtures, care must be taken todispense each admbdure separately into the mix. Combination with other ad-mixtures, may affect the amount of entrained air in the mix. lf multiple admix-tures are used, actual air content should be verified as p6r applicable ASTMstandards to ensure desired level of air entrainment is achieved.

Packaging Sika Air-260 is available in 55 gallon drum (208 liter), 275 gallon totes (1040liters) drums and bulk delivery

Storago and Shelf life Sika Air-260 should be kept above 38oF (3oC). lf product drops below 38'F(3oC), DO NOT USE and immedhtely contact our Technical Department.DO NOT USE PRESSURIZEDAIR FORAGITATION.

Shelf life when stored in original packaging in dry warehouse conditions be-tween 50'F and 80'F(10'C - 27"C) is 1 year from the date of manufacture.

Appearance Brown liquid.

acids, castor-oil (CAS: 61789444), sodium hydroxido (CAS: '1310-73-2)

and 2,2 -orybisethanol (CAS: '11'1464). Causes eye/skin initation. Harmful ifswallowed. May cause respiratory tract initation.

goggleygloves/clothing) to prevent direct contact with skin and eyeE. Useonly in well ventilated areas. Open doors and windows during use. Us6 aproperly fitted NIOSH respirator if ventilation is poor. 1 /ash thoroughly withsoap and water after use. Remove contaminated clothing and launder beforeIeuse.

Fist Aid Eyes - Hold eyelids apart and flush thoroughly with water for 15 minutes.Skin - Remove contaminated clothing. V\,lash skin thoroughly for 15 minuteswith soap and water. lnhalation - Remove to fresh air. lngestion - Do notinduce vomiting. Dilute with water Contact physician. ln all casea contacta physician immediately if symptoms persist.

Specific Gravity Approx. 1.01

Clean Up Us6 personal protective equipment (chemical r6istant glov6s/ goggles/cloth-ing). nfithout direct contact, sweep up spilled or excess product and place insuitable sealed container. Dispose of excess product and container in accor-dance with applicable local, slale, and federal regulations.

(EEPCOilT llEi I(llTLY C!O8Eo. XEEP OUI0F RE CH Ot CHltDiE[. ilOl toi IIIERNALCOll8UU7IlOil. t]Oi IIDUSIiIAL U3l OxlYAr lnfdmaton pmvld€a by Sika Corporaton CS'k ') c.rEmlng Slka produds, hcludhg Dui mt llmdsd b, any ,€commsndadoru .rE aducgEl.tns lo lho apdicnlon end us! ol Sika poducl!, is siv.rl in good fi h bas.d on S&as oxr!fll 8)o€nencs xd knoslodgo or lB prcducbwll.n p,Ep€rly slond, h.nd.d rrl 4di.d ud.r nflnd co.I.llion! an accodan.€ wjh Slka ! imhc{oni ln praclic.. |lo dilt rbn 6. in mai6ti'ab, 3ub€tal6., 3t6ng6 ,nd hrrxling co.d!6m, actud 3il6 condliom and olh6r faclors tutri.L ol sika'. oontll :i. .!cn llld sika aasumg€ nollability lor fi€ prov{*on ot 6uch lnlb,mauon, advlcs, recomm€rna&G of Inst uc{om relslsd !o ils producrs, nd shall any l€g:l r€lato.dtip b.crc.l€d by or .ri!. fom lh. pmvlslon of srch lnbiruton, advlca, Gconm.nd.tois o.lnlhr€li€rlt Elat€d b ilt prctud!. Th. us6.6r lh€ Si*aFoduc(3) muBi tglltr€ prcdrd(s) n!' .uirst riry f.r t'€ inbnd€d app0c€uon sti puDoag b6r6r6 pmc6€dino wilr h6 turr apprrc€ on ot ln6 pmduc(r).

Sita rcs.rv6r lho rlght ro chrnso th6 prcpodios of lls produci! wilhout nollc.- All 3a163 ol Sit. producl(!) ar. s'/b-J6cl io ii. curronl l6rm3 and conditlon. ol 3116 whlch ar6 rvrllrbl6 at uwr.sikau!a.c6ft or by calllng 400-933-7452.Prior lo each use of €ny Sita produd, ine us€r mu3l alway! r€ad and follo* lhe warnlngs and inslruclions on th6 product'smo.r cur€nl To€nnlcal Dara Sh6or, producr lab6l and M.r6rl.l Saleiy Dara Shoet which ar. av.ilablg ar ullleitalst-Cln or800-93+7152- Nolhino contain6d in any siks maladah r6li6vo3 1116 u36r of llE obliostioh to r6ad and iolld{ lh6 wamlngr end lmtuclionfor sach slka prducr €s s€t lo.tn an 0l€ cur€.t Ts.hnlcar oata shs€l producl laber and Matorrar ssf€ty Datra shssl p,ior b prcducl us€.

Sll(A wananls lhF prcducl for om y€ar rrcm date ot irclallaton 1o b3 lrB. ltom manufa.lurlng d€iscb snd b m€el 0le to.llltbrl proP6dl6.on lhe cun€nt Tschnic€l Osia Sh€€l it us€d a3 djreslsd within sh€lt lile. User dslsrmlnss Euilabilliy ol product lor inlondod u3€ and6srum6l all i3k3. Buyor's sob rem€dy rhall b€ limit€d lo lh. purchas€ price or r.plac€m€nl of producr €xclusiv€ oI l6bor or cod ol laior:NO OTI{ER WAiRAfiTIES EXPRESS OR IIIIPLIEO SHAI.L APPIY II{CIUOIIIG AI{Y WARRAI{TY OF iIERCHAI{TIBILIIYOR FITI'IESS FOR A PAR1ICULAA PUiPOSE, SII(A SHALL I{OT BE LIABLE UII9ER ANY LEGAL THEORY FORSPECIAL OR COIISEOUEIITIAL DAiIAGES. SIKA SHALI I{OT BE RESPONSIBLE FOR THE USE OF

'NIS PRODUCT III

A IIANNER IO IHFRIIIIGE OI'I AI{Y PATEI{T Oi AI{Y OTHER I TELLECTUAL PROPEifY RIGXIS HELO AY OTHEAS.

Sit! Gooorauon

Lyndhur3l. NJ 07071Phons: (201) 93+8800F6x: (201) 93$6225

Eltr C.n.d! lnc-

Pointa-Clalrc, OC HgR 4AgPhons: (514)697-2610Fd: (5t4) 897-3047

r-roce3+srK ** @

R.gbnrl Iniormrtolr rnd S.hr C6nr.r.. For llio locd]m of your ner€.| Slta repl6$nlaliv6. contacl your r6gional conl€..

U.S.: irorth E|la R.glor: Fairls$ Hjll3, PA, Phon€: (215) 295 {600 ilorlt Csnrrl R.glor: Manor, OH, Phofle: (800) 85'l-1545soum Ern Rcolon: cai)€G, GA. Pr'on6: c/0) 76G1300 Sodn C.ntrd R.glon: M..qul€, TX, Plmn6:(s72) 2804440

w..r.Ill R.gion: sanra Fe spnn$, cq, Phn6: (5€2) s(l:t 36al

c.n.d.: Onqdo: Mis{is3.uga, ON, Phon : (905) 796JlZ, ADd.: Ednonton, AB, Phon6: (780),1864111

aud.ly c.r{ircr{.. nn!r.: Lyndh,tr: fir.e7rt lEo e00ol, F 70.2rl.Jr00001,r.do.:FMioTitix.H.cny:F.err7,s..r.F.sprr'E:Fir!r.o.

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Product Data SheotEdition'12.2005ldenlifi cation no. 781 -540Sika Viscocrete 2100

skaffscocreteTechnology

Sika@ViscoGrete@ 2{OOHigh Range Water Reducing Admixture

t ,Escription Sika Viscocrele 2100 is a high range water reducing and superplasticizingadmixture utilizing Sika's 'Viscoorete' polycarborylate polymer lechnology.

Sika Viscocrete 2100 meets the requirements for ASTM C494 Types A and F.

Appllcatlong Sika Viscocrote 2100 may be used in both ready mix and precast applications, asa plant added high range waler reducer lo provide excellent plastlcity while main-taining slump for up to 90 minutes. Controlled set times make Sika Viscocrete2100 ideal for hodzontal and vertical applications.

Sika Viscocrete 2100 is ideal for production of Self Consolidating Concrete (SCC).

Advantages Water Reducgon: Sika Mscocrete 2100 c€n be dosed in small amounts to oblainwater reduclion from 10-15%, and will achieve water reduction up to 45% at highdos€ge rates.

Sika Viscoorete 2100 is suitable for all levels of water reduction.High Plasticity: Th6 superphsticizing action of Sika Viscoorele 2100 provideshigh-slump, flowing concrete that maintains excellenl workability and may beplaced with minimal vibration even at very low waier c€ment ratio's as low as 0.25.

Sika Viscocrete 2100 plasticized concrete is highly fluid while maintaining completscohesion within lhe mncrete matrix to eliminate excessive bleeding or segregalion.

Extended Slump Llto and Set Control: Sika Viscocrste 2100 has b66n formu-lated to provide controlled and predictable extended slump life for periods of 60 to90 minutes with normal set times.

The combined high range water redudion and superplasticizing action of SikaViscocrete 2100 provide th6 following benetits in hardened crncrele:r Higher ullimate strengths allow for greater engineering design flexibility and

slructural economies.

r Reduced water cement ratios produc€ more durable, dense concrete withreduced permeabilily.

t Highly efoctive plasticizer reduces surface defecls in concrete elemenls andimproves aesthetic appearance.

It has b66n formulated to provide maximum water redudion and extended slumpretention at low dosag6s.

How to t seDosage Dosage rates will vary according to matorials used, ambient conditions and lhe

requirements of a specific proiect. Sika recommends dosage at 2-6 fl. oz. p6r 100lb6. (13G390 mul00 kg) of cementitious for conventional @ncrete applications.lf high slump or Self Consolidating Concrete (SCC) is required, dosage fom 6-'12fl.o2./100 lbs. (390-780 mli100 kg.) of cementitious may be used.

Dosago rates outside th6 re@mmended range may be used where specializedmaterials such as microsilica are specified, extreme ambient conditions are en-cruntered or unusual proiect conditions require special consideration. ln this case,Please contact your local regional Sika offce or Sika Technical ServiceDepartnent 1-800- 933-7452 for more informalion and assistance.

For best superylasticizing results, add Sika Viscocreie 2100 directly to freshlymixed concrelo in the concrets mixer at lhe end of the batching cycle.

Sika ViscoCrete 2100 may also be dispensed as an integral materlal during theregular admixture batching cycle or into freshly mixed concrete in a Ready-Mixfuck at the concrete planl.

To optimize the superplasiicizing efiect, afler lh6 addition Sika Viscocrete 2100Sika recommends that the combined materials be mixed for 8G100 revolutions,either in the concrete mixer or in the Ready-Mk lruck.

Comblnaflon with olher admirtures: Sika Viscoorete 2100 is highly effectiveas single admixture or in combinatlon with other admixturos in the Sika Syslem. lfused in combination with certain Sikament high range water reducers it may afectlhe plastic properties of fresh concrete. Please contact a Sika representalive forfurther information.

Ccmbination with mlcroslllca: Sika Viscocreto 2100 is particularly well suitedfor use with microsilica because of its water reduction capability and superiorslump control.

Packaging Sika Viscocrele 2100 is available in 55 gallon drum (208 liteD, 275 gallon toteg(1040 lilers) drums and bulk delivery

Storage and Shelf-life Sika Mscocrete 2100 should be stored at above 35'F (2'C). lf fozen, thaw andagitate thomughly to retum to nomal slate.

Shelf life when stored in dry warehouse conditions between 50'F and 80'F(10"C - 27'C) is one year.

Typical DataAppearanco Light Blue liquid.Specific Gravity Approx. 1 .1

CAUTION: IRRITANT Contains aqueous polymer solution (CAS: Mixture). May cause 6y€/skin/respira-tory iritation. May be harmful if swallowed.

Handling and Storage Avoid direct contact. Wear personal prolective equipment (chemical resislantgoggleyglovevclothing) to prevent direct contact with skin and eyes. Use only inwell venlilated areas. Wash thoroughly with soap and water after use. Removemntaminaled clothing and launder before reus6.

Use personal protective equipment (chemical resistant goggleygloveyclothing).Vviihout dir6ct contact, remove spilled or excess product and place in suitablesealed containet Dispose of sxcess product and container in accordance with

environmental

FiBt Aid Eyes: Hold eyelids apart and flush thomughly with water for 15 minutes- Skln:Remove contaminated clothing. \ /ash skin thoroughly for 15 minutes with soapand water. lnhalatjon: Remove person to fresh air. lngesuon: Do not inducevomiting. Dilute with water. Contact physician. ln all ca36 contact a physicianimmediately if symptoms persist

Clean Up

Sika re3€rv€r In€ rlgnr to chango rh6 prop6rti6! o, it. products wirhour nottc6. Att r.te! o, Si*a produc(s) ar€ iub-jsct lo il! cuii€nt l6rm3 rnd condirions ot !€1. $,nlcn €rs av€ltabrs at wN/w.iik6u!a.com or by caating 800-933-7.t52.Pnor io €€ch u.s or any Sika producl, iha u3€r must alway! road and follow th€ warninqs and rnstructlon! on the oroduct'smo.i curent Technical Dats Sheet. product lab6l and Mat6rial Sal6ry O.ta Sh.6t whlch .r€ av.rteblg at ww likausE com orpoo-93!7452 NothinE contah€d in a;i Sika mar€riaE l€liew! ttte use. of hs obngBlton lo r6ad 6ird roltow tho *ami-ng-i;;A;ii6;b;Ior €acn Sil.€ pmduci at 361 lorlh in ltle cur€ri T.clnlcal OalE Sh66t, prodct laO€i €nd Mat€rlal Salsty Oals Snsd pnor lo product us6.

SIKA wartli8 ltrts product fcr ona y6ar rr!.n dals ol iffitau.tjon to bo r€o tum menulacluring det€ds and !o m€€t hs l€.idcet prop€rt6!on ths cun€ni Tochnicsl oala Sh..t it u$d .! dk.ct€d ttiihin sh6lt life. User detsmins! Buttsbtttty ot product ,o. ht6M6d l]46 and.3!um(}3 all rlsts. 8uy€13 sol6 rBmady shdl b€ limi!.(, lo lhe purEh.s. pdc6 or r€plac6m€nt of produd sctudw of labor or cost ot tsbot:iio OTHER WARRAI{TIES ExPRES9 oR lilFL|ED SI{ALL APPLY ll{ClUDlN(l AltY WARRAI{TY OF llERCHAlrlTlBlLlTYOR FITNESS FOR A PARTICUI-AR PURPOSE. SII(A SHALL NOT AE LIABIE UI{DER AI{Y IE6AL THEORY FORSPECIA! OR COiISEOUENTIAL DATIAGES. SlxA SHALL NOT BE RE8POI,|SIBLE FOR THE USE OE THta PRODUCT tNA I{AIIII{ER TO II{FRINOE OI{ AI{Y PATEIT OR ANY OTHEF II{TELLECTUAL PROPERTY RI6HT8 IIELD BY OIHERS.

Slt. Corporaooo

Lyndhursl. NJ 07071Phom: (ml) So$8800Far (201) 943-6225

Slk! Canadr lm.

Pdnl}cldr€, OC tlgR 4AePhon6r (514)697-26t0Fax (514) 697-3087

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Raglrrrl hbrn doo !M S.hr Canblr For the locatlon of your n€sr€d Stta r€pr€6€ntattv6, contr! youa r€gioml c6nl6a.

U,S. r tlo?$ E!8t R.gron: Faid6a. Hinr, PA. Phor|.': (215) 295.6600 ortt C.Irt t R.gtor: Msrion, OH, phons: (8OO) 851-15115Soltt E..t R€glon: Cony€f3, GA, Phone: f/70) 76G1300 !h!nh C.nht R.!ton: M6.quit., IX. Phon r (972) 28S6,1€0

w..r.nr R.gton: sanra Fo splhgE, ca, Phon.: (5€2) 90+3650

Crnadi: Onirrlo: Mlssi..€uga, ON. Phoi€: (905) 79+312. Alb.nr: Edmornon, Aa. Phoio: (7EO):{16-6111

ouryc.r{rb.rr.n u.s.nr lyndhu,* fr 6rri lEo ro.ot fx,0.rr (q 1000,,flr,torFu!i'71.ix. .. cry: FH..ror, snt F.8r.ln .:F .e.o.

Arl rntorm€ton pmvidod by Sika coDo6ri6n csika') conc.ming sila pfttucB. hcldng lur mt lmtEd lo, sny r€co,m.ndaron! and 5dvic6rclaling io tta applioallon and us€ ot Sil€ produds, ls glv€n h goad Irilh b6s6d 6n Sika! cur.nr oq€turlco .nd knowl6dg6 ol iE ploductswhBn p.op€tly st6r6d, hand.d qrd aPPliod und6r no.md condilions in €ccorIlsnc€ wlh sil(s s h{rucuoft. h F cuc6, u}6 dit6r6ic6a in ma.|td3, sr.lbslral€s, 3lc.ag6 fid hahdlino oondilior'!, ad'sl dr. condiuoir 5nd st!8f ,ado€ oilElds q, slk3'3 confd 8rs s|]clj that sika a!!um6r noliaoilily Jo. lt€ proviEon ci such Inrormatdl, advlc6, rscornman.lslidr3 o, In3lruclion r€lat d ro it! plEd(&t, nor shdl aiy t.!El r€tstionship b€cr€al€d by or rri.. iom fi€ prov! on o, such lfitormston, a(Mca, ,€comm€ lrtionB fr halrdnxB r.tst€d io ai! prcdtdr, Iha u!ff oI fr Sikaproducr(s) mu3l t8rl t. pE&ct(s) lor 3urt bilily fcrrhe intend.d {dic€tjon ad Flrpo!€ b6tor€ procB€ding fit| 0r. turrrppricsiirm ot he produc(r).

slk, ed vl.@C6t e flC.t lld ,.d.m.d*. M.d. h USA. Pdnt d ln U&t

Product Data SheetEdition 7.10.2012ldentification no- 433131Sike Control-22o

Sika@ Gontrol-220Shrinkage Reducing Admixture

Description Sika Control-220 is a unique, nonrhloride based chemical admixture that hasbeen specifically designed to reduce concrete drying shrinkage. Sika Con-trol-220 does not contain any chemical ingredients that will cause expansionof concrete.

Sika Control-22o reduces concrele shrinkage when tested against a plainreference mix.

Applications Sika Control-22o is designed for the following applications:r Concrete floors.r Concrete elements which are restrained against shrinkage.r Concrete in marine environments.t V\fatertight concrete in reservoirs, s6wage tr6atm6nt plants, and dams.

r Reduces drying shrinkage cracking.r Can be used in air entrained or non-air entrained concrete-r Reduces the potential for slab curling.r lmproves concrete durability.

How to UseDosage Dosage rates will vary according to materials used, ambient conditions and

th€ requirementE of a specific project. Sika recommends dosage at 1.0 - 3.0%by weight of cement. Dosage rates outside the rocommended range maybe used when project conditions require special consideration. ln this cas6,Please contact your local regional Sika offiee or Sika Technical Service De-partment 1-80G933-7452 for more information and assistance.

Laboratory tests shows that Sika Control-2zo, can reduces long term shrink-age by as much as 40olo. However, the amount of shrinkage reduction isdependent on the mix design, concrete components, and curing regime.

When using Sika Control-22o, lab and field tests are always recommended toveriry the performance and handling characteristics of the specified concretemix.

The required dosage of Sika Control-22o should be added to the concrete atthe batching plant, with the mixing water lt may also b6 added in the transitmixer at the point of discharge, but an additional mixing time of 5 minutes isrequired and the concrete should be visually checked for uniform consistency.

Comblnatlon wlth other admixtures:

Sika Control-22o is highly efrective as a single admixture or in combinationwith other Sika admixturos. Do not premix with other admixtures.

Packaging Sika Control-220 is available in 55 gallon drum (208 liter) and 275 gallon(1040 liter) totes.

Storage and Shef Life Sika Conlrol-22o should be stored above 40'F (5'C). lf frozen, thaw and agi-tate thoroughly to return to normal state.

Shelf life when stored in dry warehouse conditions between 40"F and 80'F(5"C - 27"C) is 6 months from the date of manufacture. Protect from frost anddirect sunlight.

Typical Data

Appearance Clear to light yellolv


Caution CAUTION: IRRITANT. Contains 2-ethylpropane-1,3diol (CAS: 2612-29-5),1-phenorypropan-2-ol (CAS: 77 -9W), and S-ethyLl,3-dioxane-Sfiethanol(CAS: 5187-23-5). May cause eyey'skin/respiratory trac{ initation. May causegestrointestinal disturbance if swallowed.

Handllng and Storage Avoid direct contac{. Wear personal protective equipment (chemical resistantgoggles/glovesi/clothing) to prevent direct contact with 6kin and eyes. Useonly in well ventilated areas. Open doors and windows during use. Use aproperry ffted NIOSH respirator if verlilation is poor. Wash thoroughly withsoap and water after uge. Remove contaminated clothing and launder beforereuse.

First Aid Eyes - Hold eyelids apart and flush thoroughly with water for 15 minutes.Skin - Remove contaminated clothing. Wash skin thoroughly for 15 minuteswith soap and water lnhalatlon - Remove to fresh air. lngestion - Do notinduce vomiting. Dilute with waler. Contact physician. ln all cases contacta physlclan immedlately lf symptoms peralst.

Clean Up Use personal protective equipment (chemical resistant gloves/ goggles/cloth-ing). Wthout direct coniact, sweep up Bpilled or excess product and place insuitable sealed container. Dispose of excess product and container in accor-danc6 with applicable local, state, and federal regulations.

l{EE? COllTAlllER TIOHILY CLOSED . IGEP OUT Ot REACII Ot CHIIDREII . {OT FOR IITERiAL goM}Ufl?notl . FOR nDUSIRIAI UgE OlllYAll inldmaton proli&d by Sak Cnpolatm ('Sikl') conc€miE Saka p.Ddrcq indLrding b(ll mt lamil€d lD. r1y lt(onm6nd.lion3 and advic.rolstng to th6 appllc€tor and w6 of sika pmctuclr, l! gl!€n h good iann ba36d on slks'6 curonl 6xp€n6nc€ and kno/rl€dgB al ll5 pm(fucl,wh.n ploFr|y slor€d, handl€d ard appl€d under nomsl condlioffi in sccordance winl Sita s instud,on!. ln prsctce, lne dilt€r c3! lo materi-aLr, $bslrat63, slora!€ and haruling corE,lion!, aclual sit8 conditonr end ofi€r lac1ors oulstl€ ol Sikdr conlroi ar. $oh trEl Siika a$ums noIiabilily lor th6 p.disidl ol such if'toma{d'i adlic€. r€oo.nmndrlidrs or itulru.ton3 ralaiad to iL plodllcL, nor shall any l6gal r6ldioo3hip becrsa!8d by or arlss liom Ul€ prDrirl l ot su.i ln orma0on, ad/ce r€comm€nd€nms o( hstructgls r€bisd b lB B!ducl8. Tn6 us$ ol hs SikspEdrcl(3) mcn l63t tl6 produd{3) for suil{iriv for fie i.bndod 6pplhriiori 6nd nnpo6. b6loB proc66ding wih d.l. epplicaion o, tr. p,Edrcq3)

slks r6aorv6r lh6 righl lo chrngo lh6 prop6rti63 of it. product3 *ithout notlc6- All Eal6r of sikr prod'rc(.) ,16 !ub.l€cl lo ll3 curront l€rm3 and condlllons of sale whlch ar€ sr/all€bls al awwrikruss.om or by calllng 800-933-7452-Prior lo 6aci u.e ot any Slka prodrct, th. u38r murl .lw.y3 read and follolv lh€ w€ming. and lnltruclionr on lh. prcdu6t'!mosl clr.r6nl T€chnlcal Dala sh66l, product laD6l and Malarirl saioty Dats sho6i whlch ar6 avril6bl6 ,l wrB sik.u65 d6m ot8004337452 l{othlng conlainsd ln my Slka m€t€rial3 r€lisws lne ussr of lh€ obligallon !o re8d alld lollow lhs wamlrE3 snd instuciionfor sach sika producr ar s€r forrh in rh6 .ur€nt T€dinicll oaia sho€i, prDd!'cr lab€l and Mat6dal saioty Dat' sh.6l pior !o prodscr cr6.

slr(a wananb this prodrct lor on6 y€6r fron lht ol inst llalion to b6 lrEe ltom manut cluring d€tEcb .nd lD m6€l th. t3.hnlcal p.op€ni€ron lh6 cln6nl T6cinical oala sh.el if u3ad aa direcl6d within shalt lilo. usar delsrmin.! 3uilabilily of pro(tucl lor inl6rd6d us€ ands33u6roa 5ll risks. Boy6r3 sol6 Bm€dy rhall b6 limil€d i,o ['6 plrrtlra3a p.rc6 o. rBplac€rnanl ol p,odrcl exdudya of l€bor 0r co3l ot l6bo.,NO OTHER WAREAIIITIES EXPRESS OR IIIIPLIED SHALL APPLY II{CLUDII{G AIIY WARRAITTY OF UERGHANTlAIIITYOR FITNESS FOR A PARTICULAE PURPOSE. SIXA EHALL TIOT BE LIAELE UNDEE ANY LEGAL

'HEORY FOR

SPECIAL OR CO SEqUEI{TIAL DAiIASES. SIKA SHALL I{OT BE RESPONAIELE FOR THE USE OF THIS PRODUCT INA MANNER TO INfRIiIGE OH ANY PATENT OR AIIIY OTHER II{TELLECTUAL PROPERTY RIGHTS HELO EY OTHERS.

Slk. Coryor.tlon

Lyndhurst. l! 07071Phon6: (z0l) gl&aqxlFax: (2O,) 901€225

Slk3 C.n ft lnc.

Polnle-Clalrs, QC mR 4AgPhon€: (51.1)697-20t0Fff (514) 607-3{)87

c.nad.: onbno: Mis6l33ruga, oN, Phorr€: (906) 795-3177,

{.8oGes$arra ** @

Alb.rl.: Ednornon, aE, Phon6: (780) 4el61lt

R.glon l h orn tlon rnd S.li. ConteB For lh€ lmalioo of your neaEd Sika rBpr€E€olsliw, conlet your r€glonal c€nbr.

U.S- : Nor[r E.rl Roglon: Fai$3 Hillr, P , mon ] (215) 295 6600 Norlh C.lrl.rl R.gion: U.dfl, OH, Phon.: (€00) 8611 545lhdn Ellt Roglor: Cony€r8, Oq, Phone:(770) 76G1300 Soltt Cenlrll Rsllon: Me8$ e TX, Phons: (972) ?89€480

llhrt€m ieglo S.nta Fo Spdn$, CA, Phone: (582) S033650

qulhy cd$c.no. l{utu: Lydhur.t Fil a.7r, ll3o 9.aI rti 7d2i (.S .troot, i'rrror Fi, .I?rt, x.n{. cly: FH agr07, !r,{. F. spitt i Fl arrolslk .nd6lt mlx.B 6oiri.Ed r..d.dft., M.d. h u6 ,Pn.bdhusA.

$ikaTard@ 44OHydration Controlling Admixture

Description SikaTard .140 is a new hydration controlling admixture to mntrol the hydrationof cement. The use of SikaTard 440 allorrs the concrele producer to stabilizeconcrete mixes for long periods without negatively afec{ng concrete durability.

SikaTard,l40 meets th6 requirements ofASTM C-494, Type B and irierim criteriaofASTM C 494 Type D admixture.

Appllcatlon3 Typical applications:

. Transport freshly batched ready mix concrete for long distances.

. For better control of concrete set time in hot and cold weather concrelingapplications.

. Large concrele pours; to help prevent cold joints.

. Pumping long distances

' Lo^r water cemenl ratio concrete, sudr as high strenglh or pervious concrete.

. High early slrength concretefor improvementofworkable life without a detrimenlaleffeci on early strenglhs.

. Stabilizs shotcrete mixes

. Wienever controlled set lime or cement hydration is required.

Bsnetits . lncreases workable life of concrete up to several hours.

. Allows conlrolled delay in s€l tim6.

. Provides flexibility in planning and scheduling conffete pours.

. Th6 effec{ of SikaTard /l40 in concrete can be negated by addition ofappropriateaccelerators, at any lime.

How to Use

Do6age Dosage rates will vary according to materials used, ambient conditions and therequirements of a specifc proiect. For nomal applications, depending on retardationrequired, the dosage of Sikatard ,l4O will vary from 2€ fl.oz. per 100 lbs. (130-520mU100 kg) of cementitious mass. For siabilization for longef periods the dosage c€nbe increased up to 48 fl.oz. per 100 lbs. (3130 mli100 kg) ot cemontilious mass.Congete tial mixes must be conduded to detemine th6 optimum dosag6. Formore informaiion about the use of this product please conlact the local Sika salesrepresentative or the Technical Service Department at 1 -80G93+7452.

For best results, add SikaTard 440 lo lhe mix togethsr with the mixing wat6r.During the wet process sholcreling Sigunil accelerator is added at the spraynozzle to initiate fast setting. Preliminary trials on site should be conducted todetermine the required dosage rat$. To optimize the stabilizing effect, afterlh6addition of SikaTard 440, Sika recommends that the combined materials be mixedfor 80-100 revolutions, either in the concrele mixer or in the Ready-Mix truck.

Combination with other admixtrree:SikaTard 440 can be used in coniunction with all Sigunlt accelerators. SikaTard440 is also compatible with all other Sika admixtures.

Packaging SikaTard 440 is available in 55 gallon drum (208 liter),275 gallon lotes (1040liters) and bulk delivery

Storage and Shelf Life SikaTard 440 should be stored at above 40'F (5'C). lf frozen, thaw and agitatethoroughly to retum lo normal state.

Sh6lf life when stored in dry warehouse conditions between 50'F and 80'F(10'C - 27'C) is 1 year. Protecl ftom direct sun and freszing temperalures

Typical Data

RESULTS MAY OIFFER BASED UPON STATISTICAL VARIATIONS DEPENDING UPON MIXINGMETHOOS AND EQUIPMENT, TEMPERATURE, APPLICATION METHODS, TEST METHOOS, ACTUALSITE CONDITIONS AND CURING CONDITIONS.

Appeal€nce Green Liquid


Caution: lRRlTAl{T. Conlains Sodium salt of an organic acid (Mixture). May causeeye/skin/respiratory initation. May be harmful if swallowed.

Handling and Storage Avoid direct mntact. Wear personal protective equipment (chemical resigtantgoggleyglovevclothing) to Drevenl direcl contact with skin and eves. Use onand eyes. Use only ingoggleyglovevclothing) to prevenl direcl contawell venlilated areas. Open doors and windowsNIOSH respirator if ventilation is poor. Wash th(well venlilated areas. Open doors and windows during use. Use a properly fttedNIOSH respirator if ventilation is poor. Wash thoroughly with soap and water afieruse. Remove @niaminated clothing and launder before r6use.

Clean Up Use personal protective equipment (chemical resistant gloveygoggles/clothing).Wthout direct contact, sweep up spilled or excess product and place in suitablesealed container. Dispose of excess product and container in accordance withapplicable local, state, and federal regulations.

Fint Aid Eyes - Hold eyelids apart and fluEh thoroughly with water for 15 minutes. Skin -Remove contaminated clolhing. Wash skin horoughly for 15 minutes with soapHemove contamrnateo ctomrng. wasn sKn morougnty lor 15 mtnutes w(n soapand waler. lnhalation - Remove lo fresh air. lngestion - Do not induce vomiting.Dilule with wat6r. Contact physician. ln all cases contact a physician immedl-ately if symptoms peEist

I(EE COllTAlllER IGHTLY CLOEED ' I(EE' OUI Ol iEACtl CoLsurlllt L . POi lxluglil L UgE OI.LY

n ('sltl') concsmlng stk6 producrs, indlnrpll,dcB. is giv6n in sood hih lassd on Iund€r normal condu6n. in a.Eorden@ *irr

producls, indlning but ml llmilod lo, ay lt€onnmndatior1l .nd advic6hih lassd on Sfi!'s cur€fii 6xpd€nco 6rd knowl6dg6 ot il. prodl.rs&codanc€ utr Si*dl m*ir.ton!. ln practica, t€ difsr€nc€s ln mat€rt-

Slka r6s6rv6. th6 right lo chango th. proporli€3 o, il3 producl. wilhout notlc6- Alt sat.s or Stra prodrJc(B) aro !ob-j6ct to it! currsnl terms and condltlona of aal6 irhlch ar6 rv.ilabl. at www sikru$ con or by c.itinq 800-933-7452.Prl6r to oach u3€ ol any Sika Produc!, ih6 user mu3! always r€€d €nd lollow tho warnlngr 8nd lnstruclionr on lh. produ6t'!mosl cLrr.eni Tochnical D6la sh.€|, producl lab.l and Matorlal s6i6ty Daia sha€t which ars €va abt6 at ww stk.us, .om or9CrG93+7.!92 Noihing contsln6d ln any Sika matul6l! r6li6v6! lho U36r dr lh6 obligElion lo ro€d and torlow ho wemings ard insrucioofo. 6ach Sik. prcduct as set fofi in lie qrr€rt T€.nnic€l Oara Sh€st, producr rsb6| and naiBdrr Srbty Oara Sh..t p.ior to pro(nl.t cr6_

SIKA w'rar$ hE prodLrci ior ono y6r nEm dat ot iml.llaton ro !€ frs€ nom mslu,acrudno @r6ci! r1d ro m66t ho l6chdcat F.Ep.rd..on ih6 cun€nt Tgchnical oata sh6€l il used a3 dir€cl€d wiinln shsll lls. ussr dorsrmin63 suiraliliry ol poducl ,or intend€d l,33 arida$um63 all ,isks. Buy6i3 sole €m6dy sh.ll h6 limnod b the purchas€ pncs or rspl€c€m€nl ot prodlrct 6rclu.iv6 df lab6r or co3l o, labo.NO OTHEh WARRAI{fIEA EXPRE8S OR II||PIIEO SIIALI APPLY IIiICLUOII{g A Y WARRANTY OF i'EFCHANflBIIITYOR

'ITNESE FOR A PARTICULAR PURPOSE. SIKA SHAIL NOT BE LIABLE UI{OER ANY LE6AI THEORY FOR

SPECIAL OR CONSEQUEITTIAL OAIIIAGES. SIKA STIAIL NOI AE RESPOISIAIE FOR ]HE USE OF THIS PROOUCT II{A i,ANNER TO INFRIIIIGE ON ANY PATENT OR AI{Y OTXEN I TELLECTUAI PROPERTY RIGHTS HELO BY OTHEES.

r-Boo{33-sr[A 9,r"*",, 1p

Rogbn.l lnftrlnatlor rdSllorCofiel! For h6localion of your neal63t Sika rspr€s€nrartu!, contact your ltgiomt c€ot€ru.S. : Nonn Erlrl R.glon: Faid6r. Hills, PA, Phon€i (215) 295 {600 odn Ca{r.t Fagton: Marion, OH, ph6n6i (EOO) 851-1€,,t5

Soutn E.!t R.glon: Conyrs, G\ Phon6: (20) 760-1300 South C.Ilhrl R.gloo: ,{6quit€. Tx, Phon€i (972} 2896480lvd.m R€rlon: sants F. spdrEs, cA, Phon€: (56a s0B386o

Cm.&: Ortrdo: Mi$irs-tusa, ON, Pnons: (tos) 79$3i2, Alb.rtlr Edmorton, AB, Phon.: (7e0) tl{leel1lOu.lltc.dn.rno.luml6.Lrrldlrurt Friaatll (!O90OOr.Fit7oa2i loss(ml ihnoir F*agxr, Kmnclryr F att07,S.nt F.3t,lqr.. Fll deaoa

Sl€ a.d !,k.Trrd .6 6gin.6d idrhdrrq. M.d. tn USA. Prini.d h US

Slk Corporador

Lyndhur8t, NJ 07071Phon6: (20't) 93&8600Fax (201) S336225

slk6 c.n.d.lnc.601, Dslmsr Av€.ru€Poi 6-Clalt€. OC HgR 4AgPhoi6: (51{) 697-2610Faxi (514) 697-3,0E7

@a*o*July 3,2013

Nyle AndersonSuper Mix lnc.5435 Bull Valley Road #'130McHenry, lL 60050

Tollway HPC Deck QualificationCTLGroup ProJect No. 057168

Dear Mr. Anderson:

Matthew D'Ambrosia, Ph. D., P.E. (lllinois)Materials [email protected]; (847) 972-3264

Phone: &47-815-6366E-mail: [email protected]

Attached are the results of qualification testing for the submitted concrete mixlure, tested inaccordance with the lllinois Tollway performance-related special provision for high performanceconcrete for bridge decks.

Testing was canied out in the laboratory by CTLGroup using provided materials in accordancewith the following methods: compressive strength (MSHTO T 22), drying shrinkage (AASHTOT 160), chloride ion penetrability (AASHTO T 277), hardened air-void system analysis (ASTMC457), petrographic examination of hardened concrete (ASTM C856), and chemical analysis ofhardened concrete by XRF (AASHTO T 105). The results are enclosed.

A field trial batch was completed by others on May 31, 2013 at Super Mix's Hampshire Plant.Specimens from the field batch were returned to CTLGroup for testing on June 3, 20i3. Slump(AASHTO T 1 19) and plastic air content (AASHTO T 152) were measured in the field by others.Compressive strength (AASHTOT 22) and chloride ion penetrability (MSHTO T 277) werecarried out in the laboratory. The results are enclosed.

All the testing for the "F30-40" mixture meets the requirement of the Tollway with the exceptionof the drying shrinkage test.

We appreciate the opportunity to work with you on this project. Please let us know if you haveany questions or concerns.

Sincerely,

CTLGroupAn AASHTO Accredited Laboratory - Aggregates, Cement & Concrete

u%e) fu'L--: ){/wo^ ffwJessica SlaterMaterials [email protected]: (8/7l572-3320

Austi , TX . Chi.ago. lL . Naporrille, lL . Washington, DCCrrporats Office: 5400 Old Orchad Road, $kokie, lL 60077-1030 P: 847-96t7500 fi 647-9656541 wlrr/.CTlcroup.co.n

CTLCroup is a regirified d/b/a ofConstructjon Techndogy Laboratodes, lnc.

Mr. Nyle Anderson, Super MixTollway HPC Deck OualificationCTLGroup Project No- 057168

Page 2 of 19July 3, 2013

AST' Cl92 Mlxture Surmary - Laboratory BakhMlx lD:

Date Fabrlcated: 5t3ot2013Tarqet Frosh Propedi.g

largst SlurpDoslgn Air Cont6nt

Final, 45 min. 4.75Air Content, %

Tenper*ure,'FFresh Derclty, lbrftr

3 - I inches

5-BYo

AASHTO T 152

ASTM C1064

ASTM C138

lnitial 1'l.U/o

Final, 45 min. 7.8To

80.4

141.O

Agp, day8 Measured Corprgsslve Strgngth, psl. - ASTM C39

1

37

14

2A

2,017

3,890

5,153

6,000

6,807

Te3t Method Po]for]Ilanco Requi]erEnt TestResult Pa$ (Y ot N)

AASHTO T 22

AASHTO T 160

ASTM C,t581

AASHTO T 161

ASTM C457

AASj+tO l Zn

Mnimum 4,000 psi at 14 days

tvlaximum 0.030 percent afler 2'l days of drying

l.lot less than 28 days

Mnimum 80 percent after 300 cycles

. Spacing factor not exceeding 0.00&in.. Sp€cifc surhce not less than 600 in2lin3

. Total air conGnt not l6ss than 4.ff/6

ilbximum 1,250 coulombs

6,000

-0.011%

i't/A

NA

0.0032-in1138.0 in'zlin'

6.70h

@2

N

Not roqulrod

Not requlred

iraterial SurrllaryMix lD: F304{'

Date Fabricated: 5/30t2013Matedal Source IrrllSTlC CodePortland CenrentFly Ash - Class C

Coarse AggrogateLightlvelght AggregateFine Aggregatetllhter

lllinois Cement Companyl\4RT - Labadie

Beverly Behridere

Garick GraveliteSpruce Lake Belvuere

Potable

93 )l5230$0450072- 16

MA5007G13

I'l/ABrand, Product

Ar Enbaining AgentHydration StabilizerHigh Range lllihter ReducerShrinkage Reducing Adr xture

Sika Air 260Sika Sikatard ,140

Sika Mscocrete 2100Sika Control 220

421424392443820

I\UA

@*my;

Mr. Nyle Anderson, Super MixTollway HPC Deck OualificationCTLGroup Proiect No. 057168


ASTM C192 Mixture Suflmry - Fleld BatchMix lD: F30.41, Field

DateFabricated: 5B1lm13TarqEt Fresh Properties

Targot SlurpDesign Ar ContBnt

Final, ,L5 min. 6

lnithl 5.4o/o

Final, zl5 min. 4.5Yo

76

3 - 8 inchos

5 - 8o/o

Ar Content, %

Temperatn€, 'F

MSHTO T 152

ASTM C1064

ASe, dayB Measured Compressive Strength, Fi. - ASTM C39

4,437

5,AD6,497

6,577

3

7

14

2A

Test Method Perfonnanco RequironFnt Test Result Pas3 (Y or N)

AASHTO T 22

AASHTO T 277

Mnimum 4,000 psi at 14 days

i/hximum 1,500 coulombs

6,.t97

1,089 Y

.Qgn*.r

Soeclm.n lrentlrbatlon

CILGroup ldedificalion F3G,IO F30-40 F3040

Cllenl lcbnlifcation t{A

Castlng Date 5l3oh3 a:44 513U13 8:4 5130113 A:44

fest Date / IifiE 5/31/13 8:50 5/31/13 8:55 5l3ll13 9t00

Loading Rate, psi/sec 35 35 35

Mr. Nyle Anderson, Super MixTollway HPC Oeck QualificationCTLGroup Project No. 057168

Page 4 ol 19Juty 3,2013

ASTti C39 .nd AASHIO T 22St ndant Te.t ftlethod tor CoftprrGrlvo Strcngth of G)llnddcrl Concr€to Speclmen!

Contfe8siv€ Strergth, psi 2.017

R.oort ibte.1. This report may not be repm(lrced exced in il8 enlirev.

Schefia{c ot fvolcal Freclur. Patlens-1 t-.,'"-

EEEru ffi

trl

L_l*.o,r.lBL"'r*"

!!xs#n'ai xm;#fom 4€r* ffi,ir;#,":fir*

ConcrEte D$cdptlon

Concrete A€e at Test, hours I 1 1

lllolslurE Condltion at Test Mold irold Mold

Cudm Condilion6 CfenIyRF0 Iirold iibld MoH

Cylinder E d Prep€ration tleoprcne ibop.ene tlooprene

CqoEre&-Ahllsho!DiafiEt'sr 1, in. 4_O2 4_OX 1.O2

DiaiEter 2, in. 4.00 4.O1 4.01

Length(without caps), in. 8.03 8.04 8.01

Lenglh(wilh cap6), in.

Av€rage DianEier, in. 4.01 1.O2 4.O1

Lengfi / DiarEter (UD) 2.00 2.00 2.00

Cross€ectionalAea, if 12.83 12.89 12.43

Weight lb. (in ak)

Weight, lb. (in rvateo wA

DerBrty not requesled not requested not €qle8i€d

ComorDralve St Enolh and Factir, PalLm

Maxinrm Load, b 24,452 24,21e 25,833

Conp.essive Strength, pgi 2,090 1,910 2,050

FracluE Pattem Typ€ 5 Type 5 Tvpe 5

@s+py;

Specllnen Heotfheflon

Cncroup ldenlifcation F30-40 F3040 F30-r0

Clier ld€ntifcation

Casting Date 510U13 A:4 SlSOllt At41 513u13 a:41

Test Oate / TIlrE 612113 E:3A fJn113 A39 BrA13 A:U

Loading Rate, Fi/s€e 35 35 35

Mr. Nyle Anderson, Super MixTollway HPC Deck QualificationCTLGroup Project No. 057168

Page 5 of '19

July 3, 2013

ASTiI C30 .nd AASHTO T ZISt nd.id Te.t iLlhod tor Conpre..ive St rngllr ol Cllhdrlc.l Concr€t Sp.dmom

C,onpreosive Slrength, p6i ; 3,8S0

Rebon ibtea

1. fhls repon lrEy not be r€produc€d except in its enli.ety.

Schernellc olfvobal F,aclu.c Pallen s-1 t--*-

EEEru ffinL_l",,ffi'*,*.

!!.xm#*:m.urrHna; xdl.r;s W** m"mrff,axx

ConcrEte Dascrlodon

Concrete Age at Tegt, hourg 3 3

Moisture Conditlon at Test ssD ssD ssD

CurlrE Condilions (IefiVRt0 74.F I ,t00o/o RH 74"F I 100% RH 74"F I 10e/o RH

Cylinder End Prep6ration Sulfur Sultur Sr.fir

ConctlL Dlmanalima

DianEter 1, ln. 4_O1 4.O1 4_O4

DienEl€r 2, in. 4.03 4,03 3.99

LerE[h(witrout c€ps), in. It/A wA

Lengih(wilh caps), ln. a_22 4.23

{vsrago DianEter, in. 4.n2 1.O2 4.02

Length / DianEter (L/D) 2.04 2.U 2.05

Cross.Sectional Area, ln'1 12.89 12.69 12_49

Webm, lh (ln aio

Weight lb. (in water) t{A tuA t{A

not requested not requesied not requeoled

Compoa3ive Stl€nolh and Frectuie Pattsrn

Maxinum Lo€4 lb 49,521 49,084 45,440

ConDressiv€ Sfengih, p6i 3,900 3,870 3.900

Fracture Pattem ]Ypo 2 Tv@2 Type 2

.3gr,m:

Mr. Nyle Anderson, Super MixTollway HPC Deck QualillcationCTLGroup Proiect No. 057168


AST c:tg and AASHTO T 22Sta.|dard Te3t lrethod fo. Compre.slvo Stlongth of Cyllndrrc.l Co.EretB Speclmen.

Coflpreselve StrGngth, p6i i 5,153

Reoort ible.L This report nEy rrct be repoduced e)(ced ln lts entir€ty.

Schetnellc ol lvolcel Fnclud Palldns_t t_"*"

EENru ffi !!**.Hil"*

r\tlL__l",-ffi"*,*"

ABl1313:10

ConcrEto De3crlotlon

ConqeteAge al Test, hou6 7 7 7

Mobturc Condlion at Test sso sso ssoCudng CorritiorE (TefigRtl) 74.F I 100% RH 71"F I 100% RH 74"F / 100% RH

Cy[nder End Preparalion Sulft.r Sutrur 6ulirConcrcle Dlmanalona

DianEter t, ln. 4.O3 4_O1 4_03

DialrEler 2, in. 4.00 4_OO 4_O2

LerElh(without capE), in.

Length(with cape), in, 8.19 8.20 8.24

qveEge DianDior, in- 4.01 4.00 4.O2

Lemih / DianEter (UD) 2_O4 2_O5 2,05

Cross-Sectioml Area, i# 12.03 12.57 12.45

Weight, lb. (in air) }JA tJA

Weight, lb. (inwater)

Density not re+Esled nol requ$ted rpt requosted

Comolgiilve Slianolft and Flectrrro Prtlem

Maxlrum Load lb 65,543 a4,4AO 65,206

Cofipaessive Sf€ngth, p6i 5,190 5,130 5,140

FracfuE Pattem Type 1 Type I Type 1

@grs-r.r

So€clmen ldontiffcatbn

CTLGroup ldentif ication F3o.4O F3040 F3040

Cller( ldefllfcaUon

Casting D6le 5l30lls a:44 5130113 8:44 5130113 8:11

fest Oab / 'Ii.rE 611311311:40 Al13h31l:45 W13h311:50

Loadino Rate, p6i/seq 35 35 35

Mr. Nyle Anderson, Super MixTollway HPC Deck QualiricationCTLGroup Pro,ect No. 057'168

Page 7 of 19July 3, 20i3

ASIU C39 and AASHTO T 22Stand.d Te3t iretlDd for Comprc..lve Sorngth of C)ffnddc.l Concmte Sp€cllrlont

Cofipresslve St orElh, p3i i 6,000

Rapo ibte.'1. Thig report rEy not b€ reFofuced excopt in ils enlireiy.

Schefiatlc ol Twlcd Fratht a Pallems-l F"*-

rEEru ffir*o,pJ-.g.q *-*L-.-, *-g."H*.yr

lltl*,o,.,"tts!,*,.*.

!T

ConcrEto Dgicdotbn

CorErEteAOe al Te6t hoLils '14 14 14

Itloisfure Condition at Test ssD ssD ssD

Cudng Co.ditione (fenpRtl) 74"F I 100% RH 746F I 100./r RH 74'F I 100% RH

Cy[nd6r End Prepa6iicn &ound Grourd Groun

ConclDte Dlmambi, iDia[Pier 1, in. 4.O2 4_O1 4_03

Dia Eisr 2, i 4_00 3_00 ,t.03

Lenglh(,xilhout caps), in. 7.90 7.Sl

Length(with caps), in. t'l/A

Ave€ge DiafiEigr, in. 4.01 4.00 4.04

Length / DiarEter (UD) '1.97 L97 1.96

Crossseclional &ea, ;rf 12.83 't2.57 12.74

Weight, lb. (in air)

Welght. lb. (in wateo

Densily not requeeled not equested not requested

Comorua3lv6 Stlenoti and Fl?clurD Prtldm

Mairrm Load, h 74,157 75,913 75,635

Conpressive Str€ooth p3i 6,030 6,040 5,930

Fracfure Paliem Type I .|.ype I Typ€ 1

@sr**

SE€clm.n ldonli'flcalbn

CTLGror4 ldertfcrtion F30,40 F30-40 F30-40

Clienl l(bntifcalion llrA

Ca8ting Dat€ 5t30113 8..44 5l30h9 8141 5l30ll3 at41

fest oat€,/ IlnE 8l27h31at1o alnl1310:18 Al27ll31A:22

Loading Raie, Fi/s€c 35 35

Mr. Nyle Anderson, Super MixTollway HPC Deck QualificalionCTLGroup Project No. 057168


ASTiI C39 and AASHIO T 22St nd.d T.et ilethod tor Compre.rlve Stn ngth ol Cyllnd.kal ConcrEi. Speclmen.

Conp.esslve Stengfi. psl i 6,807

Repoi l,lotei

'l. Thit report nEy not be repoduced except id its entir€ty.

Schefiatlc ol Tvplcat F'acluro Patlems

I F"*-

rEEru ffi..."+r.E"i-.*o *,**l:i'-*. ftffiH.xg

!! nL]

Concrele Dalcri.tbn

Concrets 106 at Test, ho0r3 28

Moislure Condition at TeBt sso $sD ssD

CurirE Corditlons (terpRt0 74"F I l00o/o RH 74"F / 100% RH 74"F I 10V/o RH

CylindEr End Preparatjon Grourd Gaound Grolnd

Concrcte Dlmenllona

DianEler I , in. 4.O2 4.O4 4.03

olaarBter 2, in. 4.O1 4.O2 4.02

Lengfi (wit,|o! c€p6), in. 7,93 7,91 7.90

Length(wifi caps), in. N/A

AveraqB DianEter, la. 4.O1 4.03 4.O2

Length / DiaiEtor (t-lD) 't.s8 1.96 1.98

Cos&SectionalAea, i# 12.83 12.76 12.49

Weisht b. (in air) t{A

Weighl, lh (lnwaler) tvA

D€nBiiy not requested not reqested not requeslod

ComllEa3lve SlllBnolh and Fiactum Pattem

[4alirrum Load. lb 8e,032 84,34S 85,797

Conpresslve St eng[h, p€i 7,050 6,610 6,780

FracfuE Pattem lYpe 1 Typ6 I Typ€ 1

.O*+,g"1,;

Sp€clmen Sentlficatlon

CILGroup LCenlif calio,r F30-40 Field F3040 Fi€ts F3Ga0 Field

clierit h€n[ificrlion t{A

Casti.E Date 5t3',1t13 8..37 5131113 A37 5t31t13 A'_37

Tesl Dat6 / llfiE ABl13 9:1O 8/3/13 9:15 61trn3 9,2O

Loadiru Rate, psi/sec 35 35 35

Mr. Nyle Anderson, Super MixTollway HPC Deck QualificationCTLGroup Proiect No. 057168

Page I of 19July 3, 2013

AST C39 and MSHTO T 22Standard T6ai iiia{hod lor Comprelrlve Slrsnglh of Cyllndrlcal Concroto Specimena

Conpr666iv6 Strength, pgi 4,43?

Raoort ibtea

1. Thb repoal .rEy not be reprodJced exced in jls er{irety.

Schemallc olfvolcat F.sctun Pafl.tr,,s-1 l-''-'

EETru ffintltl.,}.ffi"*,*.

T!xs#rp; r;#es;*r 4e"* x;ffixum

ConcrEte De3crlptlon

Concrete Age at Tegt, hourg 3

MoistuE CoMition at Test Mold Itlold Mold

Cun.E CondiIorB (IenPRH) MoH irold Mold

Cylinder End Prep6ralion Ground 610und Gtorrd

Concrste Dlmen.lon!

DiaiEter 1, in- 4_O2 4.03 4.00

DianEler 2, in. 4.00 4.02 3_99

LerEth(wifi out caps), ifl . 7.90 7.90

Length(wilh caps), in. MA

qverage DiafiEler, in 4.01 4.03 3.99

Length / Dianeter (L/D) 1_97 1.98 1.08

Cross.sectional Area, lf 12.63 12_78 12.50

Weighl, lh (in an)

Weight lb. (in waler) t{A

Density not reqJosted nol r€quested not reqEsted

CombrD ilv6 Slnensth end F actur. Psltem

\,laxlmm Load, lb 55,642 54,947 57,412

Conpressive Slrength, pgi 4,410 4,3t0 {,590

Fracfure Pattem Typ6 1 Typ€ 1 7vrP I

.frm;;

Soaclman bsnflballon

Cncro(p lde ificatlon F30-40 Fi€ld F30-10 Fi€ts F30-aO Field

Clienl l(bntification tvA }UA t{A

Casling Date 5131h3 A:37 5t3 l3 A'_37 5131/13 437

I6it Dab / llnE 417h313:,05 6n11313'.11 0nh3'13:1A

Loading Rat€, psi/sec 35 35 35

Mr. Nyle Anderson, Super MixTollway HPC Deck QualificationCTLGroup Projec{ No. 057168


A3TM C3, and AASHTO T 22Standard To8t ilethod to, Compre$ivo StEngtlr of Cyllndricrl Concretr Speclmen.

Conpressive Streflgth, psi i 5.840

BtlerufcEs1. Thls ropod llEy not be reproduced exqept in its ontirety,

Sche,,dllc of lvolcel F,,clura Palrerns

I F'--

EN Eruxs.#r'm xl#s:.r',ffi 4*F-* x,'mffimm

nL__l",.fi:*,.,*.

!T

Conclgla Deacrlotbn

CorErete &p at Test, hours 7 7 7

Molslure CoMitlon at T€st ssD ssD ssD

Cudng Conditions GenpRl0 74'F I 100% RH 74'F I t00% RH 74"F l100voRH

Cylinder End Prepaaation Sulfur Surur Sulftn

ConcrEte Dlmenilcna

DiarEler 1, in. 4.O2 4.03 4.01

Diafcter 2, in. 4.00 4.02 3.99

LerEf(nitEut caps), in. tUA

Loryth(wifi cep6), in. 4.24 8.21 8.22

AveEge DiaiEter, in. 4.01 4,03 4.00

Length / OlarEter (L/D) 2.O5 2.O4 2.OO

Crosgsectional Area. ld 12.43 12_78 12.57

Weight, lb. (in air) tl/A

Weighl, lb. (inwaler) tUA wA

DenBity not Equesled nol reque6ted ngt reqLBsted

ComplE..lve StlEnolh end FracluI! Frtiem

Maxinxm Loa( lb 71,284 71,157 71,710

Corpresgive Sbength, psi 5,640 5,580 5,700

Fractrre Patbm Typ6 1 Type 1 Type I

@ss;"

Soeclmsn H.ntlfcadon

CTLGroup ldentif cation F3G,l0 Fleh F3040 Field F30-{O Fietd

Cller{ ldontlfcaUon t{A

C€Eting Datg 5131ll0 A:37 ,n31h3 A:37 5131113 A37

fest DatB / 'IinE 6114113 13:50 8/lan313:55 d14l1t l1:00

Loading Raie, p6i/sec 35 35 35

Mr- Nyle Anderson, Super MixTollway HPC Deck QualificationCTLGroup Project No. 057168


ASTU C30 and AASHTO t 22Standard Telt M.'thod ,or Compr..llve Strngi]l of Cyllnddcal Conclgto Speclmenr

Cofipresslvs Sr.mth, p3i ] 6,497

Repoit ibL.'1. Thb report rEy not bo reFoduced elc€pt in its eitirety.

Scharnallc ol Tvdlcel Fdclun Pattems-.1F"""-

rErru ffiIZ\tlttII

*.,"lfiL.'*"!T

x.r,*fir:ru x#l*;s 4** mffi#nffi*

ConcrEte Deacrlo on

ConcroteAge al Te3t, hou6 14 14 14

l4oisture Condition at Teet SSD ssD ssD

Curing Corxltiorc (IenflRil) 74',F I IOO% Wt 74',F I 1000t" RH 74"F l1000aRH

Cyfndcr El|d Prepaaaticn Ground Grourd 610und

Concmle Olmambna

DiarPter 1, io 4-0I 4.03 4.01

Dia Etor 2, in. 4.00 ,t.01 4.01

L€ng[h(wilhout cap6), in. 7.84 7.47 7 _90

Leneth(with caps), in. wA

Average DianEisr, in. 4_O1 1.02 1.01

Lemfi / DianEter (UD) 1.95 1.96 1.97

Cross-Sectional &ea, irf 12.63 t2.6S 12.43

Weight, lb. (in ah)

Weight lb. (n vral€0

Density rct requested not ,equostei, nol r€qu$ted

Comorcidve Shpnoth and Fl'clxre Patiem

l,laxinrrm Load, lb 84,493 80,332 81,732

Corpressive Stcr{th psi 6,600 8,330 6,470

F€cfure Patlem lype 1 Typ€ 1 Tvpe 'l

.?*npy;

Mr. Nyle Anderson, Super MixTollway HPC O6ck QualificationCTLGroup Proiect No. 057168

Page 12 ol 19July 3, 2013

ASTIi G39 and AASIIIO T 22Standard Test liethod for Compr.3llv. Sterlgth of Cylndrlcal Corcret Speclmenr

Conpessive StrerEfi. psi j B,gI7

Reoo l'bter

1. This roport nEy not be repodrced except ln It' 6ntjrev.

Schafiellc of fvolcet Fraclure Pello'?s-t F"'"-

EETru ffiq1."1..,8*.e.e **;1ti--*" gg;."Hg;1 DlodlBb'bff**[ftq|

!T nL__l.".J8!,n.,*,

SD3si0sdCs[tfltsrl&[CTLGroup ldedifcation F30-40 Field F3O-4O Fie}l F3&40 Field

Clent ldernlicalron t{A I'l/A

Ca8ling Date 5t31t13 A'37 5131113 A:37 5t31ll3 A'37

fest Date / IinE 6l2AhS 17:00 012ah3 l7.07 el2AhS 17114

Loading RaIe, psi/sec 35 35 3{'

Conct?te Do3cdptlrn

CorEr€le A{e at Teol hours 2A 2A 2A

l4oisture Condiion at Test ssD ss0 ssoCudlE Cord{ons OenPR}0 74"F I 100% RH 74"F I 10DVo RH 74.F / r00% RH

Cylind€r Er|d Prepa6ticn Ground Grctlld Ground

ConcrElc OlmembnB

DiarlEter 1, io. 4.04 4.O1 4.02

DlanEter 2. ln. 4.03 4_O1 4_O2

L6ngth(wilhout caps), in. 7.go 7_S0 7.88

Lengtfi(with caps), in. }UA l.YA

AveragE OlanEEL ln 4.03 4.0'l 4.U

Length / Diarcter (uD) 1_S6 1_97 1.06

Cross-Seclional AreE, ilf 12.76 12.63 12.85

Weight, lb. (in air) t{/A

Welght, lb. (in water)

Densily nol requesled not requested not reque3bd

ComorD!3k. gtnenolh end Flecture Paltam

Maxjmm Load, h 89,258 s5,924 90.665

Conpressh,/e Strcngth, Fl 0,990 e,800 7,140

Type I Ty!€ 1 Type 1

Qg*s-u:

Mr. Nyle Anderson, Super MixTollway HPC Deck QualificationGTLGroup Project No. 057168

4,040

\

14

AASHTO Tt60.09 / ASTII C 157/Ct 57it.O8Standard Teat tlsthod ,or Lorgth Change ol Haidoned Hydraulh-Csmsnt ttlo,tar and Concr"te

F30.40

Specimen Leigth,in.

Lenghchango, Av€rags,%.4


IMolagi,nilllonth3

-lcx) F-150 I

"**-300 ;*q4oo 9-1fi

{.010tj {-or5

$ -o.ozo

$ o.oaJ o.ooo

{.045

Length Charye,nillidlths

oars F"' D-tYi d co,ranonoays uryrng

5131k013 1

61612013 7

6l7EO13 I6/'t08013 1'l

6I13EO1S 14

6D0no13 21

amDo13 2A

0

1

4

7

14

21

hilial 0.0461 -0.0588 0.0286

Stad dry 0.04&l -0.05$ 0.m89

dry 0.0458 -0.0592 0.0283

dry 0.0455 -0.0596 0.0280

dry 00450 -0.0600 0.0274

dry 0.0441 -0.0609 0.0265

dry 0.04&t -0.00i5 0.0258

0.000 0.0@ 0.000 0.0ut-0.00G -0.00s -0.006 {.(xr?-0.00t -0.013 -0.009 .0.010

-0.014 -0.017 {.015 -1r.0,i5

"0.023 "0.026 .0.024 4.021-0.030 -0.032 -0.031 .0.03t

0-60

-90

-140

-23o

-300

0

-90

n30-170

-no-320

00.60 .70

-90 -{03.'t50 -tsi,-240 -24t-310 3tO

Notea:

, . Sp€cimens fabicaH at CTLGoup on iray ?,0, itl 3.

2. Te3t sp€cimoB ar€ 3x3x11.2+in. prbm9.

3. Speoimerl3 stored at 73.413"F in safuraled lllls weiorft.7 days, then sior€d in a cont oll€d dwironment kepl nominally at 73.4ti,"F and5Ot4% RH for th€ remainder of tegtirE.

@g*,p,y*



AST!,| Cl202 (AASHTO T:127)

Electrical lndicalion ofConcreb's Abililyio Resigt Chlofide lon Penebation

Reporied

Alrrago

InErprehtion of re6ults:

ASIM C1202 - 12, Table Xl.1: Chloride lon Penetrabiliv Based on Charge Passed

Charge Passed (coulombs) Chloride lon Penetrabilitv

High

ioderate

LolY

Very Low

NEgligibl€

Charg€Age on Test Passed Chlorlde lon

Very Lo!

>4000

2000 - 4000

1000 - 2000

100 - 1000

< 100

lloteG:

l. SpecirEns w ere fab,ri:ated by gll&oup on ldey 30, 20'13.

2. or€ 4x2-inch nofiimldiskwas s€w -cut from the bp of e€ch 4x&in. subnitbd conorete cylind€r.

3. $€cinEm w ero cured in linEw abr at 73"F for 7 dayB and thea transferred to 100"F lirBrr, abr untltEst preparathns.

i. this anav6is sFecifically representg the gubrrited sarpleE.

5, Ihis report nEy not be reproduced except ln itrs enlirety.

@g-rm;



ASTI Ct 202 (AASHTO T227)

Electrical lndlcation orConcreE E Abilityto Resist Chloride ton p€netalion

ChargsAge on Test Pass3d Chlorid€ lonReporGd

Awrags

lnlerpretalion of results:

ASTMC12O2 - 12,fabb Xl.1: Chtorid€ ton penetrabiliiy Based on Charge passed

Charqe Passed (coulombs) Chlodd€ lon penetrabilitv

High

iroderab

Low

Very Low

N€gliglble

>4000

2000 - 4000

1000 - 2000

't00 - 1000

<'t00

l.,lotes:

1. Specimns were reportedly fabrbated by Slper tuk on trby 31, 2013.

2. orle 4x2-inch nordnaldiskwas saw-out from the top of each 4x&in. subm,ted concrete cylindef.

3, SpecirEns w ere crred h limBv/ aier at 73"F for 7 days ard then fansferred to 1OO'F ftrR^, abr un test pr6par6tions.

4- This analyEis sp€cifbaly represents ths subnitbd sanples.

O*w;


REPORT OF AIR.VOID SYSTEM ANALYSISASTM C457 Modified Point-Count Method (Procedure B)

CTLGroup Project No.: 057168

Client: Super Mix

Client Project: Tollway HPC QualfficationMaximum Size Aggregate: N/A


Report Date: 6/20/13Sample Received: N/A

Tested By: Qiang Li

Approved By: Sang Lee

Client CTLGroupSample lD Sampl€ lD

Total AirContent

(v")

SpacingFactor

(in.)

SpecificSurface No. Voide/(in.2/in.3) lnch

PasteContent

(%)Paste-Air

Ratio

F30-40 3436401 6.7 0.0032 1138 19.16 24.2

Area Tesbd (in.2): 12 Length of Traverse (in,): 90 Number of Points: 1351

Sample Location & Orienlalion: Concrete cylinder.

Orientation and Position of Cut Surfaces: The mncrete cylinder was dI in half longitudinally and one of the halves was

lapped for tssting.

Magnification during Tsst 100X.

3.6

Notes: 1.2

Results reGr specifically to ths sample submitted.For addilional infomation consult ASTM C457-10, Appendix (X1. lntaDrelation of Results).This report may not be reproduced except in its entirety.

Og-t*;



PETROGRAPHIC EXAMINATION OF HARDENED CONCRETE, ASTM C 856

STRUCTURE: Laboratory fabricated cylinder

LOCAIION: None

DATE RECEIVED: June 11,2013

EXAMINED BY Q. Li

SAMPLE

Client ldentification: F30-40

CTLGroup ldentification: 3436401

Dimensions: Diameter is 102 mm (4.0 in.); length is 203 mm (8.0 in.).

Top End: Rough and somewhat uneven struck surface. Paste is light gray and hard.

Bottom End: Flat and smooth, formed surface. Paste is light gray and hard.

Cracks, Large Voids: None observed.

AGGREGATES

Coarse: Mixture of crushed rock and lightweight aggregate. Crushed rock is composedpredominantly of dolomite.

Flne: Natural sand composed mainly of quartz, chert, quarkite, feldspar, dolomite, andother minerals and rocks.

Gradation & Top Slze: Visually appears evenly graded to an observed top size of 14 mm(0.6 in.).

Shape, Texture, Oistrlbutlon: Coarse aggregate is sub-angular to sub-rounded, andequant to slightly elongated with rough surfaces; distribution is uniform. Fine aggregate issub-rounded, and mostly equant with smooth to slightly rough surfaces; distribution isuniform.

PASTE

Golor: Medium beige-gray.

Hardness: Hard.

Luster: Vitreous.

Paste-Aggregate Bond: Tight.

Air Content: Measured at 6.7%. Concrete is air-entrained based on the abundance ofsmall, spherical voids in hardened paste.

Depth of Carbonation: Negligible along both struck and formed surfaces.

(G*r#:



Calclum Hydroxide*: Estimated 5lo 7o/o, generally comprised small crystals distriblrtedthroughout cementitious paste and along periphery of aggregate particles.

Residual Poilland Cement Clinker Particles*: Estimated 5 lo 7o/o unhydated and partiallyhydrated portland cement particles.

Supplementary Cementitious Materials": Estimated 1O to 2Oo/o residual fly ash particles.

Secondary Deposits: None observed.

MICROCRACKING: Short, discontinuous, randomly-orienled microcracks are common incementitious paste.

ESTIMATED WATER-CEMENTITIOUS MATERIALS RATIO: Moderately low, based onphysical and microscopical properties of the hardened paste. Normally, a moderately low water-cement ratio is in a range of 0.35 to 0.45; however, no numerical number is provided due topresence of fly ash particles,

M]SCELLANEOUS:

1. Paste exhibits low water absorbency.

2. Paste contains a moderate amount of carbonate lines.

*percent by volume of paste

@***.r



REPORT OF CHEMICAL ANALYSIS

Clients Sanple lD:

[ilaterial type:

CTL Sanple lD:

Analvte

sio,Alr03

FezQ

CaO

lugOS03

I'lazO

r&oTiQPzGMn2q

SrOC12q

ZtOBaO

L.O.t. (950"C)2

Total

T-Alk (NazO + 0.6sBlGO)

F3G,rc

Concre{e

3/.3f/,ol

Weighl %

23.692.991.2',1

25.06

12.300.54

o.27

0.50

0.12

0.1'l0.03

0.ot0.0'l

<0.01

0.03

32.80

99.69

0.60

Thermooravirnetric Analvsis (as received basislFree rpisture (Arbient- 105'C) 2.81

Cortined rrrater (105"C - 520"C) 2.38cq (520"c - 95or) 27.61

J\lotes:

1. This analysis represenb specifically he sanple subnithd.2. Oxide analysis reported on an dry 45'C basis.3. Oxide anatysis by X-ray fluorescence spectronEtry. Samples fused at 1OOO"C vlith Liz&O./LiBO:.

4. Volatile elencnts rEy be lost during high Emperafure ignilion and fusion.

5. X-Ray Fborescence oxide anavsis nEeb fte precision and accuracy requirernenb for rapid

nEhods per ASTM Cl1+11b. llost recent r+qualification dab is 3$ltjlay-2013.6. Volatib elernenb nny be lost during high terperature ignition and fusion.

7. This report nav not be reproduced ocept in its entireiv.

@s-+*.r

ISTHA TRIAL BATCH WORK FORM

PLANT: Super Mix PLANT LOCATION: Hampshire DATE:

MIX NUMBEH: CLASS: HPC

CUBIC YARD (BATCHED): DESIGN WC RATIO:

5131t2013

FILE NAME:

0.40

MATERIAL BATCHED MIX DESIGN ACTUAL/CY DIFFERENCE

CEMENT:COMP= l CLASSC -FLYASH:

srlrcA FUME (MTCRO STLTCA):

GROUND GRANULATED BLASTFURNACE SLAG:

FINEAGGREGATE: FA 02F]NEAGGREGATE: FA

COABSEAGGREGATE: CA 11

COARSEAGGBEGATE: CA 16WATE_R:

AIR:WATER REDUCEH:

RETARDEH:SHR]NKAGE REDUCER:

ACCELERATOR:

1525 380 381 I660 165 165 0

0 0

0 04140 995 1013 18572 143 142 -1

7100 1820 1782 -38

86.28 qale 22O tbe 206 lbe -14 lbsI tt.oz 1 .9 n.oz 2 fl.oz 0 tt.oz

87.2 1.oz 1 6.35 ft,oz 22 n.oz 5 fl.oz43 lt.oz 11 fl.oz 'I 1 ft.oz 0 fl.oz

768 ft.oz 192 lt.oz 192 tt.oz 0 fl.ozll.oz ll.oz fl.oz ll.oz

MATERIAL TOTAL AGG. MOISTURE ABSORPTION FREE MOISTUREFINEAGGHEGATE: FA02FINEAGGREGATE: FA

COARSEAGGREGATE: CA11COARSEAGGREGATE: CA16

3.38"/" 1 .3Oo/o 2.O8o/o

27.O0o/o 26.O0o/o 1.OOo/o

1 .3Oo/" 1.7O/" -Q.4O/"

MATERIALMIX'S TOTAL WATER CONTENT

DESIGN WCRATIO: 0.404

Mrx'swcRATIO: 0.377

WC RATIODIFFERENCE: -0.027

Sallons ls the total batch)SPEC. PSI: 6000

WEIGHT/YD GAL. WATER/YDFINEAGGBEGATE: FA02FINEAGGBEGATE: FA

COARSEAGGREGATE: CAllCOARSEAGGREGATE: CA16

MINERAL ADMIXTURE WATER:CHEMICAL ADMIXTURE WATER:

BATCHED WATER:WATEB ADDED:

21.53 2.581.4i, o.17-7.10 -0.85

tl.ozll.oz

179.80 21.57'to.42 5.00

TOTAL WATEB: 206.08 lbs 24.72 salsCYL]NDER STRENGTH o/oAlB

5.4o/o

CYLINDER STBENGTH

ITAGE (DAYS) PStSLUMP

6.50

-"ou{J

I

AIR TEMP64.0 F

t ir5u(, ,it^-^^

I 150019rJNU

TEMP76.0 F +ps'

-spe;'psrJ AGE (oAYs)

Lu*

REMARKS:

Clieri: Sup€r Mix lnc.Projeci: Tollway HPC Qualification

Contad: Nyle Anderson

CTLGroup Project No. 057168CTLGroup Project Mgr.: M. Or{mbrosia

Technician: W. Demharter

AASHTO Tt 60.{X' / ASTM Cl 57lcl 5?ir-08Standard T6!t il€fiod to. Langth Chango of Hardonod Hydrauliccomgnt ilortar and Concrota

F3o4/J-2

Lenglh Change,

se' Pry ot conditton

{.010

0

-50

-r00 ,n50 I-20/l ()

-zoo {-300 _-

-350 --1oo +-450

6m

.30

0

{0{0-113

c,30

0

60-90

'I t0

J0 -30

00-50 -50

-90 -s0

-120 -t10"0.009

-0.0fi{.02604.0262

*d -o 015

E a.ozo(,

f o.ozs

-r { 030

lnitial

Stan dry

dry

dry

1-708t11 4

11 7

Averqgs,mllliontht

7t1U2013

7ll6no17

711712013

7 t20/2013

7 n3/2013

-0.03,t4

-0.0341

-0.0346

-0,0350

{.0353

{.04'10

{.04074.0112.0.04'16

l8

Notr!:I . Sp€dmens fabricated at CTLG.oup

Slump:7.0jnAir 8.5o/o

by CTLGrcup at fabrlcatlon:

lbr 7 days,lh6n sto.ed in a conbolled environment k€pt nominally at 73,413'F and 5w4o/o

2, Test specimem are 3)dx1'l ,251n.

3. Specimens stored at 73.4€'F lnRH tor Ih6 remalnd€r ot

Client: Super Mix lnc.Projecl: Tolhflay HPC Qualification

Contact Nyle AndeBon

CTLGroup Proiecl No- 057168CTLGroup Project Mgr.: M- D'Ambrosia

Technician: W. Demharter

MSHTO T160.09 / ASTtr' Cl sTrct 5Tit-08Standard T€t ilsthod for Length Chango of Hardoned HydraullGcemsnt lrlortar and Concrete

F3040-2

d'

!IJ5

3

0.000

{.005

-o.0r0

-0.015

{.020

-o,025

-0.030

-0.035

Specimen

AB

{.txr9{.ott

1

7

11

14

-0.(Hr0

-0.0.t07

4.0412{.0416

4.0314

4.0341

-0.0346

-0.0350

{.03s3

lnitial

Shrt dry

dry

dry

Length, Length Change,mi ionths

B

-30 -30 -30 300000-50 -50 -50 {0-90 -90 -90 .90

120 -110 -110 .fi3

Aw.ago,mllllonth!

406, Days ofCondition

7t1U2013

7t16t2013

7117t2013

7/20t2013

7n3t2013

1{otE8:

1 . Sp€cimens fabricated at CTLGroupSlump: 7.0-inAir 8.5%

2. Test specimens are 3x3xl I .25-ln.

3. Specimens sto.ed at 73.4r3'F lnRH for the remainder oI

by CTLGroup at fabdcalion:

lor 7 day8, ihen 6tor€d ln a controlled environment kept nominally at 73.4r3"F and 5014%

.--=-- \ -50

-100 ,-150 I-20o I-250 tn00 i-350

F-aoo ,-a5l)

-50071421

A{a, ky,

lllinois State Toll Highway Authority

PBOTECT LOC l-90 and Ftt. 20 Bddgs Oeck SUPPUEF'S MIX No'

tsTHA lilx o.

SPECIFIEO CO PnESSIVE STREMTTH (psl): --:L

AT

SPEqHED SLUIiP RA GE (lncheE):

A-30

Concrete Mix Design

DESIGiI OATE ISTHA COi{TBACI No. $74

Report

o7.25.13

CONTNACTOR

PL,AI{T LOC

Acura SUPPLIER Sup€r Mix, lnc,

PLANr lDoT CODE No.-___!qISTHA CLASS OF CONCBEIE

DAYS AGE

SPECIFIEO AIR @}ITE]{T

A@EPTED

A@EPTED A8 OTED

Fl

UATEBIALDESCFIPNO ANDSPEOFICATIIONWEIGHT PEN ONEcuBtc YAnD (ssol

cEtrrENTTvDe: Tvpe I

CEIiIENT Sourcs & Cod. t{o.:

FLY ASH Class: Class'C'

FLY ASH Sourc! & Cod€ No:

Addldonal Pozolan TyPe:

165

Pozzolan Source & Codg Noi_(bs.):

Addft loml Pozzolan Typ€:

Pozotan Source & Cod. no., 0*.),

FINE AGGREGATE Grad€./t,esrlpllon:

FINE AGGREGATE Ouallty Oass: Absorptlon: 1 3

FINE AGGBEGATE Sourc€ & Codq No.: - Soiuce Lake S&G - Cl€ar Lak€ Pit - 50070'131tur.1:

COABSE AGG. *l GraddDesrlpuofl: 022C41101

COAFSE AGG. #l Outlity Cla$i

COAH3E AGG. *l Sourca & Code t{o.: _ Bevenv Maie als ' Belvidere. lL 50072-16(ttEJ!___.!L-

COARSE AGG. #2 SourEe & Cod€ No.:- Gadck Corp(lba)'--J-

AODED WATEB Oua { *rtdton, (,o1,

WATEE EEDUCER AOiIIXTUBE ASIU Oeslgnator: c49+ - Type ryE_WATER FEDUCEF AOiiIXTURE Sourcer. Sika - Viscocrete 2,00 - *4'i820

'oz)'--l!L-AB ENTRAINING ADiTIXTURE AST Ooslgn.tlon: c260

AIBENTRAININGADiTIXTURESourc€:- Slka'Ai(2AO'#42142 LozJ:---jll-ADDInONAL AOMIXIURE D€8crlp on: Shrinkage Reduclng Admixture

AoDlTlOt{AL AoirlxIURE ASTI, Deslgndlon: C494 - Tvpe S

AODI'IONAL AD{I||XTUBE Sourcc:

-

sika ' Control 220@

AODITIONAL ADMITfiURE Deecrlptlon: Hvdration Stabllizere / Retarder

ADiInONAL ADITIXTURE Asfl/t D$lgnatlon: C494 - Type B/D

ADDmONAL ADTIIXTUnE Soutce

-

Sika - Sikatard 'l4Offi

MRT. Labadie, MO . 52030-04

REMAFKS:

Thls gubmmal cGr lle3 that the matallal! lo be uaed col olm to thelndlcatrd sp€clllcaton8 and a]! ot the quallty and gradatlon speslfled.

REV. 8/02

illinois tollway ffi'n* grove, avenue - cptech center · illinois tollway 27u) ogden avenue...

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