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NL Cypress-SP120809�MARID INACOLA & SONS EXCAVATING, INC. Cypress Waters City of Coppell Turn Danes on BeItUne load 600p i Hand oars La fi -more Mix # 1 701 r,214] W -3900 (2 14) 57f -2100 M01] 118 (214) 367 -3995 Fax sm ps rton 0 mariosinacols • corn M SINACOLA&SONS RO. Box 2329 SAM CAPE;RTON F-rlsm, Texas 75934 Conarets Material & plant Superiuterkdent LITILME ■ PAVING + EXCAVATING ` STRLICTJRES 10950 HESEARGH ROAD • FRISCO, TEXAS 75304 (214) 387 -3900 • ESTIMATING FAX (214) 387 -3940 - FINAMUE FAX (214) W -3950 ��MARIO SINACOLA& SONS EXCAVATING, INC August 9, 2012 Michael Garza City ofCoppell RE: CypressWaters Ph 1 Turn Lees on Belt Line Road Dear Sir, Please find enclosed our proposed -1 x Deskm Submittal for the above referenced project We have attached the relevant Technical Data Sheets on alt materials and admixtures for the designed paving Wises. These designs are in accordance With ASTM C 94, ACI 211 and ACT 318, Once approved, please sign and return by fax the copy letter to us. Assuring you of our best intention, Sm' C elf, Samuel c perto Coaacrete Plant Superintendent Signature of Approval — City of Coppell ■ MARIO SINACOLA& SONS EXCAVATING, INC. CONCRETE MIX DESIGN Date: August 9,2012 Client: Billinosley LD, Ltd Design Strength: 3600 Psi Project: Cypress Waters , Ph. I Design Slump: 4" to 6" Slump Handwork Location: City of Coppeli Design Air Content: 4 -6 "A Project : 11360 Water /Curt Ratio: 0.45 Temperature Spec.: 95 deg. Total Cementious Materials: 6.00 sks Hy Ash %, 0D/O Ivry Rcdded Unit Weights: Aggregate Specification: Course Aggregate 102.90 pcf ASTM 467 - 1.5 "44 WSS A Fine Aggregate 111.50 pcf AST( 'C -n' - Tx loot 421 Notes, 1) These designs are in accordance with ASTM C -94 and AC] 211_ 2 If concrete is poured in excess of 95 degrees it is recommended by ACI that a set retarding admixture be used to control heat of hydrat'on Submitted by: Sam Caperton Sam Caperton Concrete Material & Plant Superintendent S.S.D. ABS Materials Source y. Gr. wts 'Volume Cement Tx]-Type 1 -11 3.15 564 2.87 Fly Ash - 2.34 0 - Course Agg. Txi -Mill Creek 2.78 1900 10.95 Fine Agg. Txi- Dallas Blend 2.89 1303 7.76 AEA Sika - Air AEA -15 0.30 oz I cwt 1.+6 oz 1.35 WR Sika - Plastocrete 161 3.40 oz I cwt 18.9 oz HRVVR Sika - Sikarnent 686 7.00 OZ I cwt 39.5 oz Retarder Sika - Plastiment 0z I cwt 9.0 oz "Water City 1.00 �TCTAL 253.80 4.07 VVT 4621 27.00 UNIT WT 140.91 Total Cementious Materials: 6.00 sks Hy Ash %, 0D/O Ivry Rcdded Unit Weights: Aggregate Specification: Course Aggregate 102.90 pcf ASTM 467 - 1.5 "44 WSS A Fine Aggregate 111.50 pcf AST( 'C -n' - Tx loot 421 Notes, 1) These designs are in accordance with ASTM C -94 and AC] 211_ 2 If concrete is poured in excess of 95 degrees it is recommended by ACI that a set retarding admixture be used to control heat of hydrat'on Submitted by: Sam Caperton Sam Caperton Concrete Material & Plant Superintendent (90) MIDLOTHIAN CEMENT 'M Ward RV,d -hid i'Ahiari, Texas 76465 - 971.77534491 • www.txi.com Bin Number: Car Number; Tons Sam le, Date: Febwa -2012 Monthly Awena e chemical Re ulrernents: Spec. L rnit Test Result A r Caritent, Volume, (0/0) 12 max 8 AI203, (OA) 6A max 4.1 FL-203, (D'%) 6.0 max 3,5 cao, (%) A 65.0 Mgo, ( %) 6,0 max 1,3 S03'(%) 3.0 max 2.7 Loss on IgrMon, (%) � 0 max 2.1 lnscluble Residue, (%) 0.15 max 0,27 CO2, (%) " 1.3 t..me4tone, ('{a) 5.0 max 3.2 CaCO3 In limestone, (°) 70 mir. 92 PatenJal p,nase Dorlposil<ou, ( %)} D C3 S A e7 C2S A 6 C3A 8 Max 5 C4AF A 11 US + 4,75(C3A) 100 max 00 Spec. Test Optional Chomilical Requirements: Limit Rnsutt Total Alkafies (Ei~ aM equiv.;, 1 %) 4.60 max O7 43 " Not Applicable. 9 Adjilsted fot limestone per A1.6 SPECIF1GAMNS PoriloW Cement Type tali (Low Alkali) A.S.T.M C 150 -11 Physical Re uiremanW -, spec. Urnit Test Result A r Caritent, Volume, (0/0) 12 max 8 Average Fineness (Hlainu), (m?1kg) 26D min W2 3 days 420 max 3912 Auloclave Expansion, 0.80 mass -4.03 Time of Setting. illcat initial set,. minutes 45 min 114 375 rmx 114 Comprresslve strengths, (Mpa) 3 days 12.0 min 27.0 7days 1M min 21_d Compressive strengths, (psi) 3 days f740 ruin 3912 7 days 2760 min 4617 spec. Test Dptinnal Physical Requirements: UmIt Result $ulfate Re51stanca, 10452) 14 Daymax. Ck) 0.040 0.021 We Certify that the alcove dessxlhed cement, at the timer of sihlpment meets the cliernrcal and ,physical regt>irarnenO of ASTM G -150 speaitication. Sigaatura: Tit Cuali Services Manager Date: 2112!12 NSE ) Certified to IJSRANSI 01 TX1 Corp. Mill Creek TECHNICAL SERVICE$ IAB 3 Mile South Hwy 1 PHONE; 972 - 6474232 Mi#i Creek, Oklahoma FAk 972 -647 -7244 & IIG�JAll.. 71u( ittl` i",RI::;Pllgl�fl'm!ilA�t�':[f`I .. ?'1�IGlr�ltu;rn]n{dl[urw ?lilt III;! ilud�l¢ n�lt' fdLIC11111i" e1 111pf 11tIYCEl1l111i [I�i11��11i'i]1i16i1��'rLnl DATE March 21, 2012 COMPANY ! NAME MATER IL j 112" - #4 Cass A �illltpNllrU _'�1"�Ci��1t1't'.t'I�r1lIC' ,I1iIfII�F11]hl1�r1! IGIItiI.°. II> lfff' �ai1TIISl�il•" ,��]ranl'.IT.;I „III1�ilI °Ifrl,i TEST RESULTS SIEVE SIZE WT. RETAINED % RETAINED SPECIFICATION U. S. METRIC 2” 50.Omm 0 4.0090 0 1112" 37.5mm 0.75 2.34% 0 5 314" 19.0mm 11.32 34.79% 30 65 318" 9.6mrn 25.28 86,91% 70 go #4 4.75mm 31.84 97.85% 95 100 TOTAL WEIGHT 32.54 ITiu�lp ::ll]>Il�:i,lCll!..11lflP: 111. ^Lr::I�111i1E1:4liill� ill .: iu1' �] bl` i"":! 101r�T11Y.' ql'. QR!; Illr' min[:.fl'�11C;9f7[['[::Ji'II{�II �ifGlll 71111 ; fli',: I. S1➢ �YIhIlil9r�I1 [7:`�IIf111�aililU�F� i ;' HtiIC SPECIFIC TEST RESULTS Txact 403-A Specirr Grevlty($$D) 2.79 TxDot 403- -A Absorption D.4 ASTM D 4791 Tx Dot 413-A F[at & Elongated Cray Lumps TxDct411 -A Magnesium Soundness 7% Sodium $aur4ness U nIt Welgi Dry Lease 997 LB.rCF. Dry Madded 102.9 LB, CF. Tx Dot 406 -A Dacantatran 6i�UIfF[ rII�IIITI ''1r91{�irliilllllrl:[! 1! i]. Tr:' ia111611;' 1' ir�rll? '.;]�CJiII��llllllllf "�illCelll ;;: ililrl�[ I" 117 79t11F�11 ;13�'ll®Ir[f'�'lni�3f'1i>� l�ii: "17�1�1[�II R2ndy Hinkle Tail REPRESENTATIVE TX1 corp. IV Dallas Blend TECHNICAL SERVICES LAB (E) PHONE: 972,647 -7232 FAX: 972 -647 -7244 IEI]1►ffi,;i99ip[]ttfllrrl lifUUfff!? TJ101 A�P:! iGpCfl [EI:'�;11ffll'•4!]71fMlfllt:° �df14TGIAUfEIt .Iilffipliligl✓i�illl.aLliEf:; o.�dgl llil iil°. f1}fG!l::i "3liflf�4t!�IIfJF�I�f P l ±igrlll DATE March 21, 21312 GOMPANYJNAME MATERIAL Concrete Sand TxIDat 421 Fife 4gregate 431. E1 fTC. TI1mIfil r?i�il 1!] i3Ur�ifllPrEiliF3U[ EE,^' �If��illlrllUtfftfl *iz17t�1fltG,u ID_-t:If:�tlE3:?IllfflriUlPll�j TEST RESULTS SIEVE SIZE WT. RETAINED % RETAINED N ECIFICAT[OP U.S. METRIC TxDot 512 -d Acid Insoluble Residue G Txaat 203-F 361 9.6mm 0.00° (� #4 4.75mrn 1.9 0.24% 0 5 #8 2.36mm 78.9 10,00% 0 2l] #16 1.16mm 238.1 34.1'1% 15 6C 430 600rnm 358.3 45A1 % 40 75 #50 30011' m 6032 76 -44% 70 90 4100 .15Drnm 762.3 98.600 90 98 #2130 .075mm 7817 99.06% 97 1130 TOTAL WEIGHT 789.1 FIN -2.59 P13116011;1:]JlUUU1Pl:[II.! 11Wdi !IlllilSSlh :1l ATE' 1TfIAPC : °Ii1GERE "1 ;',JAtli!llillllllaWll :':'174A6WIL C1 i11 1L" i6ij1 ..11]fElLikl,aSWWU:IJl1�R[6�'1 RaIE lI!1.11111UIIriifL'111ll44[? I11991rfAIIIIC113J illlfl SPECIFIC TEST RESULTS T1d74t 40-A Specific Grauity(SSO) 2.69 Tx00t 443 -A Absar>Gation COA.? TxDot 512 -d Acid Insoluble Residue G Txaat 203-F Sand EquWalent 98 TxD0t 411,A N1Rgne!0pm Soundness 4% Sodium Soundness Unit Weight ; Dry Loose 109.2 LB,!CF. Dry Nodded 111.5 1 -61CF, C2111191EIII[;ilf3ilPC[... eiiCCi11L711:C 111131,JQJ III 'Il1NT.! I$n`AlGll'"All:1E G Fundy Hinkle TXI REPRESENTATIVE 0 Product Data Sheet Edition 09.25.2003 Identification no, 106 Sika AEA -15 Sika* AEA -15 Air Entraining Admixture Description SlikaAEA -15 admixture is a liquid solution of concentrated organic materials. Sika AEA -15 meets the recii.4ements of ASTV C -260 for air entraining admix- tures. Applications Sika AEA -15 can b used whenever air entrained ,concrete is desired. Ready- mix, precast and black producers can all achieve optimum entrained air con- tents, even where hersih mixes are used or fly -ash is added to the mix. Advantages Durability. �Atr entrainment iz recognized as the most effective prevention against con- Crete scaling in exposed environments. Air entrained concrete delivers par- ticular benefits in the form of increased concrete durabir�#y. This is irnpertant in oulder climates where frost and freeze -thaw cycles can cause scaling and damage to the concrete surface. How to Use ■Air entrairing agents help to prevent scaling by creating microscopic air voids, alloying water trapped in the concrete to expand when the concrete freezes, thus preventing cracks caused by natural expansicn. Entrained air voids in the concrete will also increase durability in Harsh environments where concrete is exposed to deicing salts, marine salts and sulfates. Workability and Placeability: Workabli ty and placeabitity are also improved by the lubricating action of the microscopic bubbles in the concrete. Concrete flows better, and bleed - iN and shrinkage is reduced because less water is needed to obtain the desired workability. Dosage Dosagge rates for Silka AEA -15 will typically fall between 0.25 and 1 fl. oz. I'll 00 Ibs, (16 - 65 m11100 k9) of cement to entrain between 4 and 5 percent air, Higher air contents may be obtained by increasing the dosage rate. Dosage rates will vary depending on the air content required for a particular project. Typically air contents will be specified in the range of 4 to 6 percent by volume. Dosage rates outside the recommended range may be used where specialged materials such as microsilica are specified, extreme ambient con- ditions are encountered or unusual project conditions require special con- sideration. In this case please contact your local regional Sika office or Sika tachnicai service department at 1 -800 -933 -7452. for further information. {lather factors that may affect the amount of air entrained into the concrete include. but are not limited to; total cementitious content, type of poxzolanic materials, sand gradation, temperature and water content. Sika recommends that trial mixes be performed whenever material or any other changes are made that may affect the amount of entrained air. Mixing Measure the required quantity per batch malnually a with automatic dispenser equipment, Add Sika AEAi -'15 to mixing water or sand.. Do not mix with dry cement. Wh0n used in combination with father admixtures, care must be taken to dispense each admixture separately into the mix. 60 Combination with Other Admixtures- Combination with ether admixtures, particularly water reducers and retarders, may increase the amount of entrained air in the mix. Air contents should be ch€cked with an air- rneter after 'belching and +dosage adjustments made at the concrate plant. Packaging 51ka AEA -15 is available in 55 gallon drum (2Q8 liter)r 275 gallon gates {1044 liters} drums acid hulk delivery. Storage and Shelf life Sika PLEA -9 5 should be stored at above 400 (5aC), If frozen, thew and agitate thoroughly to return to normal state. Shall life when stared in dry warehouse conditions between 506F anal BU °F ('10:'C - 27 °C) is one year minimum. Typical Data Appearance Dark Brown liquid, Specific Gravity Approx.1.4 CAUTION: IRRITANT Contains Aqueous Solution (CAS: M ixtu re) May cause eyeiskinlrespirstory Irritation. May be harmful if swallowed. Handling and Storage Avoid direct contact. Wear personal protective eq;uipmant ( chemical resis- tant gogglesfgloveslclothing) to pravent direct ccntaotwrith skn and eyes. Use only in well ,,ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting, Dilute with water_ Ccntact a physician. In all cases, contalct a physician immediately if symptoms persist. Clean Up Use personal protective equipment (chemical resistant goggleslglovesiclath- ing�. Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accor- dance with applicable environmental regulations. KEEP GRWTAI PIER TIGHTLY GL05ri) • KEEP OUT OF REACH OF CHILDREN- NOT FORMERNALCONSUMPTION- FOR 111OUSTIML USE ONLY ed lmorrr6ur- provided by swd Cclparatlan { Slk�j concealing 61ka Inauem, Including: cur not limRed 1n, arly re=nrrrranWwns and ndtJw relating to ihs: 3pptf:Man and sse o1 MP1- PraducL:, is gi-en IA good lekh based on SII 's cuTenl sxpede^ca and knowledge of Its pro: x'a hhen propur,.y ;:toraA handed and appiad undar normal ondlons In axordar" with Slka's Mtructicns. In praadiDa. the rreart.is �m mabaIi� al s, suhsrales, slora,ge and harriling madltfons, actaa &a condirlmns and other Wars mutsldA of Slka's cunk171 ka such that SiMa assumes na Ileh�,Ity irr the pvMglnn nF such Irfprr olifin, Advice. r r nerxrneti M9 ar InehYmcaor� related IJ Its praduclS, mw ardl Arty IAgHI rehtinnaalri ba eruidw by cF arise torn ihii prgdalun ar yrssh 'nforc SUM. vdOl , weapmrnenrjeliofls or Irytru,&Jorls related ld Ito poglut a. Tf11 u1er of fin Silica proclUd (s} must tosttho prockx! s) for 5ubblity for the intended appl{eation and purposa botFa prucendng wfth ina U appi rardon ofiha produetla]. SIke 'essew" Iha righl Lo Chen$a the aropartlas of its products without notico. All silos or 5ika products} are sub] eel I its current :arms and ocndHlorrs of Sala which are available at wwwaikarrorp,coin or by mtling 9+00.933 - 7452, Pdar tc mach was of any Slka product, LrA -Aer mu4L always read and follow the wamlrya and lmh011ona on the product's mug cur- rent Taeheilrer DaIA Sheaf, ptaduc Iabal and Material snfelt [Jain Sheol wdlch are ayalloble at wo 7 kasanslruet;arr -Cam ar 960-433 -7452. Notting cpNeined In any Ska roataNals ra9wes rZ user of the o'bi llan m red and Icl0, the worrdngs and Inakuckn 1cr each $Ike pradad as Eat forth In iha wmark Techti cal Data Sheaf, produd. label and MoLarial 'SmIdLy [Tula Shoat pddr to produU use. SIKA ommrds this product for ona year from date or'mslallsNcn Lo be Irre tom reanufacluring defecls and 4p avot he tedw ical propel a an the cumenl Technical Dula Sl)ae[ 11 used aE drmaled wIIhIn Shoff IHa, User dalo niras sullabillLy of praduct for iniandod use and assvrnos WI raks. Buyers sou rarnedy 9KW-I be IFnited to the purchase pdca ar repleanment d pindLe w4 Iu1 Q9 a, kftr or ocsl as labor_ NO OTHER WARRANTLES EXPRESS OR 1NPLIEG SHALL APPLY INCLUDING ANY WARRANTY OF VIERCHAHTIHILIT ' r OR FITNESS FOR A PARTICULAR PURPOSE. SAGA SHALL NOT BE LIABLE UNOER AIIY LEGAL THEORY FOR SPECIAL OR C0N SEC UENnAL DAMAGES. SIRA 8HALL 40T BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A WANNER TO WFRINOE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HEL13 BY OTHERS. Srka Corporodarl 5ika Canada Inc. Lyrdillurgl, IN G7a7t Pointe-Cfa!ne, fit; Hgft sag Ftianw. (MI)W34800 Phone: 15 14) 587 -2513 FRr. {20$1'933 -E225 Fax: [514 }697'ti1087 wwwu;ikaLOrbtnrctlon .com www.silra.mA. Reglona I In fo roman sad Soles Cen l am For the lure l Inn of your nearae7 S ilLe copse nr,larioa, cantad yarn- reglon el ranter u.s. Nar1h Eam Reglo n: Fairless HIIE, Pk, Phone: (2151295 0}880 Hcrih ConiraI Reg lorn Markn, ❑H, Phone: (3089 tSl -15,75 South East Rcglon: Conyas. G4. Phaw, (M7 750430, South Crn rat Reg an; Mwqulle, Tx, Phwv. IBM 260 -44M Westa<n Reglan: Salve Fs Spriras, CA, Ptbae: 1582} 9043MI) Canada Ontaflm Mes6issauga. ON. PM rim. (KIJ)795 -3177. Alberta: 6drran1QrLA9.PRan8;1?8t194WB111 9--9tr C.Aln-11 nW—b 1Ly -0—H FN C"14 e9499 W. FM 79421 ion VML MvWM VIA 49716, RU114 VVI FM 14101, ON re VW4*1 bl Al 49+94 Ska Ism nsl Mamd tradorrark_ Ma6b m USA Pdri" er USK D know" IFF Product Data Sheet Edition 14.2005 Identifiration no. 161 Plastocrete 161 Pala tocreteO1 1 Water Reducing Admixture Description Applications Advantages o plow to Uso Dosage WO Plastocrate 161 is a lignin polymer -type water - reducing admixture. Plast,orrete 161 meets the requirements of ASTM CAg4 Types A. 8 and D. Pkastocrete 161 is recommended for use in all applications where high quality concrete with superior workability is required. PIastocrate 161 water reducing admixture provides an economical and highly effective means cf reducing the amount of mixing water required to produce concrete of a certain slump by acting as a dispersant for the ccmcnt particles in the mix. Through this dispersing action mare of the surface area of the cement particles is available for early hydration. The more cement particles hydrated by contact voith the mixing water, the greater the compressive strength of the concrete. Plastocrete 161 is formulated as a Type Awater reducer to allow up to 10% wafer reduction and maximize the benefits of increased hydration in both the hardened and plastic states, a Reduced water content required to achieve desired slump, increases campressive and flexural strengths and allows the use of more economi- cal mixes. • lrriproved paste quality makes concrete easier to pump and finish. • Consistent normal setting t7mes throughout the recommended dosage. • Lower water cement ratios provide decreased permeability and increased durability, • Pilastorjete 161 does not non tall n 'Intentionally added chlorides and will not initiate nor promote the corrosion of steel in the concrete. Dosage rates will vary depending an the material used, ambiennt conditions and the requirements of a specific project. For general concreting applications, 6ika recommends a dosage rate betNeen 2-4 fl. oz.1100 Ills. (130 -260 mV100 kg) of cell rrtitious materials for normal setting ctraracteristics. Dosage rates of 4-5 fl. oz. 1100 lbs. (260 -390 mY100 kg) of cementNous materials are recommended for applications where higher water reduction is needed as Drell as extended workability and prolonged setting tunes_ Dosage rates outside the recommended range may he used where specialized materials such as microsilica are specified, extrema ambient conditions are encountered or unusual project conditions require special con- sideration. I n this case please contact your local regional Silra office or Sike technical service department at 1- 800 -93 &7452 for further information. M M Fixing Plastocrete 161 is added at the concrete plant. Measure required quantity manually or by automated dispenser: Add into the water line at the batch plant or to the mixer at the end of the hatching cycle. Combination with ether Admixtures: Plastacret,e 161 works effectively as a siricgle admixture or in combination with ether admixtures in the Slka System. When air entrained concrete is specified, Silica recommends the use of Sika air entraining admixtures. When used in combination with other admixtures, care must be takers to dispense each admixture separately into the concrete. Co not mix with dry ce- ment Packaging Plastocrete 161 is supplied in 55 gallon (208 1 mr) drums and bulk delivery. Storage and Shelf -life Plastocrate 161 should be stored at above 40"F (5"C). If frozen, thaw and agitate thoroughly to return to normal state 'before use_ Shelf life when stored in dry warehouse conditions between 513T and 60T (10°C - 2711Q is one year. Typical Data Appearance Dark Brown liquid Specific Gravity Approx. 1.2 Caution Skin and eye irritant, avoid contact. The use of NIOSN approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. Use with adequate ventilation. Remove contaminated clothing. Handling and Storage Avoid direct contact, Wear personal protective equipment (chemical resistant goggleslglaveslclothing) to prevent direct contact wish skin and eyes, Use only in well ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before~ reuse. First Aid Eyes; Hold eyelids .apart and flush thoroughly with water for 15 minutes. Skin: Rennove ccarrtaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air ingestion: Do not induce vomiting. Dilute with water Contact a physician. In all cases, contract a physician immediately if symptoms persist. Gleam Up Use personal protective equipment (chemical resistant gogglew`gloveesl clothing), Without direct contact, remove spilled or excess product and place in suitable seated cclntalner- Dispose of excess product and container in accordance with applicable, environmental regulations. KEEP CONWHER TIOHTLY CLC3FO • BEEP OUT Of REACH of CMLOREN -NOT FOR INTERNAL CORSURRTIOH -FOR INDUSTRIAL USE ONLY All Intamlaticn proNded by Site Garporellan r3lke'I conremla3 SII2 produces, loud ng but rib! IHilad to, Ill aOd.'nn WXtlrlcn9 ant adviCA ealialling to iha applicaton and 4aa of Site prt dxU. 15. green In 9x i ItihAasad ar $Ilea's canarg ExpariAW NO euavladga of Iffi prpdrhtA when properly storad, handled and applied undor normal cendiNens Ir aceerdance MM Sika's'�Vura on s. In prance, the cllUrmw4ji in rralbrl• afs, sutcstrates, s'.ara®.a and hulling brHrditibn9, actual silo dandibdns and dour laciora canal ate sucn Thal 51ke emorrles no 1Iakllly for the pvrWs i of such IniunnaticM. aNcei, Auarllnarrdallarlt ar dsiruciiarts related to Its prvdwt�% nor shall Ill IBpal re1®ycwup be cmalad by cf arise dram the prowls -art ni midi I nfer natlan advioa, raaemmrndaeons or Inotruulons related to ks pp edlcta. the user of the Sika prcdacb( e} maItest the produd( s)kraultahllily [or this inta-idedapptmecrr Anti pupxkeBETar +sproeaaaingwan6lafirt PiGa11A1dlR1aproC1d(sj. 61ko resarues the right to chanile the prapsrllas at Its products withaul nptice,. All sales a' Slks pmducl(u) a-a auGlect'o Ito wriest ldrms and w.668 et16ht at rile wftich era auallsole at wi�v. ,Nmora c" ae sy ea!Hnp E*U -033 -7452. Prior tt aeon usa of any Seem pirldutt, ttta user must alwa a reed and ralkm the Warnings and Instructions on Are product's mosl our- wt Tachnical Oster Sheet, product label and Votereal Safely Gala Sheet w1'ilrrt are avelIi3ble el .sekatorsi€ucticn.cc,m er ®J0 .3.7x54_ Nothing corAdned In sty Sika nr larials meek %a Cie user of Iho cAA19 dw to rear and Follow Iha wamlrga and Inah„rJon Aar earn Seca prvtylct as sal forth In efts cumuli `®chrrcal GJA Sheet product label and Irlalerlel Satiety Rata Sheet prior to product use, 91{A warranis drla prcdud for one year From date of Irmo llalJorl ep W free hum rnwuraduri,y dews au'd to muel 11re y" ;4 pwF•ertiae on the cumeM TachNcnl Date Sheet It used as deraMil within $1191f Ilia. Llmar astonmInas sAtibillty of Prtdndt Wr I"nam use an4 assumes al reeks. Buyer's colt remedy shalt W Iknllad to 1.'ra purc:rasa pricy or replrnerilent of p-odud wodue3ue of lebw a cosy or IaDOr. N4 07 [AT WARRAM71ES EXPRESS 0R IMPLIE D 8KALL APPLY IKCLLIDING ANY WARRANTY OF 11A ERCH AN 7 191 LITY OR FITNESS FOR A PARVOULAR PURPOSE. 51MA SHALL NOT EE LIABLE' UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKAI SHALL NOT @E RES"NSiRLE FOR THE OW OF THIS PRODUCT IN A MANNER TO iNFRiN4E ON ANY PATENT OR AN4 OTHER INTELLECTUAL PROPERTY RIWTS MELD gv OTHERS. Sika Cdrparatidrr Vice Canada iI Lyn Police Ava07, fidi, Delmar Avenue 4P.. Lyndhurst, r�IT7ia77 Pelntc•Clalre, QC fi9Fi4A9 1-Sfl�- 9.33 -5[i�A Phone: i2g1)9Si3.R9W phone, (514) 697 -2810 Fart: (24t) W3.5225 Fax- (514) 8117 5687 www• IkaconstruCUDn.cOm ww .,Alba ea Raplanal Woffnatkn and Sales Centers• Fo: la laatiun of your is Slka repraientelIM wrllacd.yuurreljianal cantor U$.: Nnrth E7Ert Region: Fairless HNN PA, PharW (215] 295 4 890 Ndinh Ceritrel Reglan: Marlon, CM, FP,nne: [ROO:651 -1 us &Wth East Region: Cdrii �nrs, GA, Mina: (770I760 -1306 South Central Rsgl= i ascokk TX. zhwa. (072) 2%4MD Weiatorn Roil on: Soma Fla Sprinys,CA, Phww; (56Z, MO "6B4 Csnada- orlteda: arihdssaugs, ol%� Phaho: IaaS) 796.31 77, Aldtrta: F- dmont3n, AE, Phvw (]B6) 486-6111 aun7ry ixnl'lnaaon n um6an: Lp nd hu rd: f N ia'Fi • ;136+reaoF, f:1 rxat aotrsl, 7,lrlorr: E4. aerie, Rrrru GI[y Pal e711T• sand Fr apAnarr rSl i41oe Sikh and Plastic to era repilarad 7aaerWft. MUM III USA, PrMABd h 1154 Product Data Sheet Edition 12.2005 Identification no. 180 -540 Sikerr ent 886 SikamenVl 686 Technology High Range and Mid lunge Water Reducing Admixture 1m Sikament 656 is a high range water reducing admixture utilizing Sika's Visco- Crete Technology. It's unique formulation is based on polycarbvxylate technology, Sikament 686 meets the requirements for ASTM C494 Types A and F. Sikament 6,88 is ruwmrnerded for use in the production of all high strength concrete products, whenever high plasticity and increased early and ultimate strengths are desired. The superplasticizing action of Sikament 6W pro ides excellent workability at low water cement ratios. High Range Water Reducing Appttcadons: When used as a high range wa- ter reducing admixture, water reduction up to 30% can be attained. The su- perplasbulzing action allows for the production of high slump flowing concrete with excellent workability that can be placed with minimum vibration even at a law waterlcement ratio_ The dispersing action of Sikarrient 686 maximizes cement hydration efficiency and irnproves concrete's early and long term com- pressive strengths. Mid Ranges Water Reducing a4ppliaettion5: At a lower dosage, SAcament 68£ can be used as a cost effective mid range water reducing admixture or simply as a wager reducing admixture for production of conventional slump concrete. When used as a mid range outer reducing admixture, water reduction up to 16% can be obtained. This application is ideal for use with lean, harsh con- crete mixes or concrete containing flyash. Sikament 666 will improve workability and finishabitity. The c( rmbined water reducing and superplasticizing action provide the follow- ing benefrts: ■ Higher early and ultimate strengths for cost effective high strength con- crete and earlier structural use of concrete. ■ Higher early strengths allow faster demalding and more efficient use of farms to precast producers_ ■ Increased slump improvers workability and reduces labor costs. ■ Full flow action aids in pumping and reduces need for vibration. ■ Greater concrete density reduces permeability and increases durability_ Sikament 686 dads not contain calci um chloride or any other intentionally added chlorides and will not initiate or contribute to corrosion on steel rein- forcement present in the concrete. se - Dosage rates will vary depending on the material used, ambient conditions and the requirements of a specific project, Far general concreting applications, Sika recommends a dosage rate between 3 -12 fl. oz. 1100 lbs. (195 -780 rn11100 kg) cementitious materials. If maximum water reduction is required, dosage up to 18 fl.oz.1100 Ibs. (1170 mU190 kg) of cementitious materials may be used. In this case, delayed setting times may occur Dosage rates outside the recommended range may be used where specialized materials such as microsiliva are specified, extrame ambient conditions are encountered or unusual project conditions require special con - sideration. In this case please contact your local reglonal Sika office or Sika technical service department at T- O- 933 -7462 for further information. Mixing For hest plasticizing results, Sikament 6% should be added directly to freshly mixed concrete in the concrete mixer at the end of the batching cycle, Sikament 686 may also be dispensed as an integral material during the regu- lar admixture batching cycle, or into freshly mixed concrete in a Ready -mix truck at the concrete plant or job site. To optimize the superpiasticizing effect, 8ika recommends that the combined materials be mixed for 80 -100 revolutions, either in the concrete mixer or in the Ready -Mix truck. Combination with other Admixtures: Sikament 686 is highly effective as a single admixture or in comb inalion with other admixtures in the Sike System, If used in combination with certain Sikament high range water reducers, it may affect the plastic properties of fresh concrete- Pleases contact your local regional office cr technical service department at 1 -80D- 933 -7452 for further information. Combination with Microsilica: Sikament 586 is particularly well suited for use With Microsilica because of its water reduction capability, Packaging Sikament f186 is available in 5E gallon drum (208 titer), 275 gallon totes (1X46 liters) and bulk deliv+ary. Storage and Shelf Life Sikament 686 should be stoned at above 4WF (5"C). If frozen, thaw and agi- tate thoroughly to return to normal state. protect frarn direct sunlight. Shelf life when stored in dry warehouse conditions between 40 °Ir and 80'F (5aC - 27 °C) is one year. Typical Data Appearance Brown liquid. Specific Gravity Approx. 11 CAUTION: IRRITANT - Conta ins Aqueous Polyrmr Salutian (CAS:MIxture), THethan cle mi ne (CAS: 102- 71-6). May cause eyeiiskiWrespiratory irritation. May he harmful if mvalkwed, Handling and Storage Avoid direct contact Wear personal protective equipment (chemical resistant goggieslg loves (clothing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. aeru ove ccrltarninated clothing and launder before reuse. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for' 5 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water_ Inhalation: Remove to fresh air. Ingestion: Do not induce vorniting. Dilute with water. Contact physician. In all cases contact al physi- clan Immediately If symptoms persist Clean Up Use personal prictective equipment (chemical resistant goggleslgldveslcloth- ing). Without direct contact, remove Spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accor- dance with applicable environmental regulations. (SEEP ICONTAINER710I LY CLOWID - XEEP OUT OF REACH OF CHILDREN -NOT FOR INTERNAL CONSUMPTIQH • FOR INDUSTRIAL USE 011LY At Inlorml.ion pro6kod by Ste Cerperadon ('S °ka'I concerning Sika products, Indudarg but nC Ilm led ii), ariy rammm nonllena aryl dd*= relndng to the a,plkaUcn and ruse of 91ka p=roductM i5 -given In good fallh based an Slka's cunenl eInTlenae and k4%DW dga of :Is produ:J.s when properly slarc°d, handlad and applied undo;r normal randltons In oczandence vAlh Slkaa mtructons, In pra:JC®, the dirlerencec In malad- fils, alrbMralas. nlerap9 and haul ing bor„Siri", A-MuAl MIA dtWr]W Arid deer racoons CuLsldo of Vke's rodtrol a1A such that Mika mmr. n m lial: Lty 95r Iht prcvisi on df such Infannauan, advice, m&mrnmandalons of InsUUtli8h5 related w Its products, net shall arty 1699e1 ralatpns hip be created by or arise from tha provlgcn Cf auch infam.mdon advice, mi swendallann or In. trudydns related t7 Its pmduds. Trio us or a! tha SIM p -aduldl(s) must f ist the praducl(s) for sukahllo far Una inleridod sppliraEon and purpase+ boom prBae ading with drafd applinaNcrt of the pradu[#(s). Slka reIervas the right lc chango the properties of Its produnss wlthOLi notice_ All sales far Else prcduc;(s) era lUbjeet io IIA WrMrit IArn15 and h6rldlildhl at aAIA which ArA evalleEle 5t w,vwzirSaG U=. nr by rAlllli 640. 3.7452 Prior ID each use of any Bike product, the uaar must always read and follow tho wamlrgs and ircstnradons vi Ino praaucCe most cur- rent Techn €ant [sale Shut, product label anE r.;etarlal Ssroty Gala Shsel which are avelIahle al w _ - r IB 50:69X3 7452. NiMlnl Carlainad In any Sika rnarerlals rollw s tha uses of the dls'Iga'Jan to rest and follow L)a wamlrio and hetnucilon ror ea:h Me proclurl. as sat fate in the c Trani Technical Data Shaer producl Iabel end Malarial Sa%o rlala Shoat prior ID pm•Jud arse. SIKA warfaru the prvdura for one year Nm date Qf InstalbWn le be ilea tQ{n uwvresxurin4 4efevla ersl to rneiA the WAn,ra gropslim en the farMAlrl T*&gilral Bain $heal If u9ed as dire Jed Wdhn Shen We- lJAAr tALArMlrr99 &u;lAblIlly of pnsduc_ for inlended ua3 And assume* all Nom buyer's ogle remedy often be Ilmllea w the purciieop pre pr replacement at product eWuslve of -aar or cast of la#rar, KO MER WARRANTIES EXPRESS OR IMPLIED SMALL APPLY INCIIJIi1Hta ANY WARRANTY OF MERCHANTIBILITY OR FITNESS FOR A PARTICULAR PURPOSE, SINA &"ALL NOT BE LIABLE UNDER ANY LEDAL 7HECRY FOR SPECIAL OR CIONSKQUENTIAL DAMAGES. S1Kn SMALL NOT VE RESPONSI ®LE FOR TFIIF USt: OF 'THIS PRODUCT IN A MANNER T,0 IN €RING €. ON A"V PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTa SiELO BY CITHERS. 51ke CaTporeAlan 201 Pella Avenue Lyndh u •sl, NJ 07071 Phone: (�Gij9l93 -4600 �a>t' {"d!S} 833 -5225 WffW,aiknc6AMruc tlan.com SIAM Canada Inc. 601,onlinsrAvenue Pninln-Clalre, CC HOR 4A9 Phone: (514) 8t7 -2614 Faso (514) 497 2087 www.61KOX01 1- $00.933-3IKA rr. o�rr.rr�a Ibo-ginrtal Mrmmapgn and sales Mentors, Fur She Ivs*lion Qrvarr noareat Sika reprorsoniatv9, c-lac l Mae r@&nal center. U,s. .. North l=ast Region' FA rleP41 -11% PA, Pt, Sr W 12151 298 456C43 NerR Ganlral R.805M: MAhbr, CH, Fholw 11330} 9611.7545 South Ensl li:egron: COriybf9, GA, Phorw 177p� M0.13DJ Sauth Central Reglam MwgJlia, Tx, Prdnel (912) Z8D44 1 Mlerstam Region: tiw.La Fe Spdngs, Cir, Phuno: (702.90341650 Canad r: Ontario: aRlssinsau0k ON, Phonal QC6) 7a5 -31?7, AlbeiW Edrrtwb3n, AS, Phone; (7e% rtie 111 Cuale} Carflica Ilan IS urr6rm: LVWbh ,h FY 89711 ra5Dae981,FM ?Mt L=aIIIHI1, Harlan: FN 12715,Kdoom Cer: FM ralar, erNa F, Aprinpr,: FY Mam 51ka r nA S*Arne nl are Ngi&L8nd lragemeela, Rode In Lrk POrlyd In USA, LM Crate: OU912012 Client. MARIU SINAUDI -A & SONIS Attention: project CYPRESS WATERS I Location: Lattimore Materials Corp. 15900 DOOLEY ROAD ADDISON TX 75001 �972j 221 -4646 {rnafn;) f972j 221 -9647 (fast, I Usage I Mix Number I f'c I vrlc +p slump I Air HAND PAVING 1 1701. 3600 -0.45 3.DD -5. DO' 1 3.0 -6.0% LMC his no knowlech�e or autholl -4 regarding where this mixture is to be placed, therefore it is the direct responsl+lity of the Purchaser, the design architect or design erg ineer, and or contractor to insure that the above designed mixture parameters for compressiive strength, mixture proportions or ratios, and cther required performance parameters are appropriate for the anticipated envirornrneriteI, durability, or usage conditions in ACI 313 Chapter 4 andfrar the relevant lucoI building codes. LMC warrants the supplied ready -xibc concrete mixture designs which LM guarantees will achieve the specified compressive strength, or other performance properties of the concrete stated in the Contract Documents, as were Made aveilaole at the time of,quotatior, when tested and evaluated in acpordanoe with ASTM 0172 -99. ASTM C3IX31M -03a (including proper initial curing as per Section 10.1.2), ASTY C3191C39M -01, ASTM C94JC94M -07, or other standard test methads indicated in the Contract IDocu nents that were necessary to verify the additional performance properties of the concrete, and when the recommended procedures for placernent and curi Fig of the in -place concrete, or those specifically outlined in AC 305R -99 and ACI 306R-65 are followed, if and when necessary. In a000rdarica with ASTM C941G94M - 07 Section 4.6, Lattimore Materials Corp shall receive all copies bf testing reports, and they should be forwarded to our Quality Control Department (mixdesign aggregate- us.oam) as soon as available. Failure to forward reports in a timely fashion can delay response time in dealing vv th concrete concerns as well as future project submittals. This mix design submittal, price quote, or material specific information (aggregate properlias. grading, material composition, or other information regarding materials manufactured by Lattimore Materials Corp) is proprietary and confidential and not to be shared or transmitted in any fears tc any person or organization that is not expressly authorized in wriiting by a designated official of Lattimore Materials Corp, Any unautktorized person orcntity in possession of this information will be prosecuted to the fullest extent of tha law. Please sand break reports to; nt ixdes g n Co. aagreo atn -us_ gprp Brandi unwell Technical Services Coordinator Lattimore Materiels Corp, 16KO l3coley Road Addison, Texas 75001 Offze: 872- 221 -5454 199? - 2012 giola3 Silt S }°stoma, Inc. Qg t Quadtvl i5m tl SIM LMC Concrete Mix Design Date: 08,+0°12012 Client: MARIO SINACOLA & SON$ Project: CYPRESS WATERS 11,0 Cubic Yard by Weight -550 Mix Number: 1701. Strength g 28 Days 3600 psi Usage: HAND PAVING Lattimore Materials Corp. 15900 DOOLEY ROAD AUDISCIN TX 16001 (972p 221- 4646 (main) (972) 221 -9647 fax} Materials: 85C} Weights Cement A$TM C -1:50 Type till 564 lbs iCakrso Aggre9aw ASTM C 1 "44 Crushed Stone 1850 lbs Fine Aggregate ASTM C -33 Concrete Sand 1371 Ibs Water ASTM C -94 Water 256 Ibs Admixture ASTM C -260 Air- Entraining Admix 0.66 0210Art C +P Admixture ASTPA C -494 Type A'D VVR 4.0 ozlcrot C41P Total Weight: Unit Weight: wicm Ratio: Fly Ash Replacement: Slump: Air Content: Comments: 4048 Ibs 145.90 pef 0.45 0.0% am - sm inches 3.o -6 -0% The c-umentidous content of the mix design is stated as a minimum and Lattimore Materials Corp, reserves the right to increase comentitieus content if needed. Chemiml admixtuures are added in ar=rdanon with th$ manufacturer's recommendations. Lattimore Materials Corp. reserves the right to adjust dosages or change admixtures when required. I IKI - 2012 ©igital Site Sgslems„ Inc- 138ze 2- Qmdtel iServicu W LMC hate! MJ2012 Mix Name: 1701. Statistical Compressive Strength History BSI Strength and Strength Fit vs Maturity PSI 9 & 0-ao. Histogram for 28 Day Strength 7500 7000 6500 6000 55W 51300 45041 4000 35047 a�oa row 6'500 6UU0 5500 5Q411u 4500 4004 3500 0 10 20 30 40 so 60 Maturity Days 10 00 3.0c BAC 7'.00 6.00 5,00 4.00 3.00 2.011 1.00 ac0 4000 Units ; US WPSI STRENGTH SUMMARY, Compression rio . Of Avg Avg Avg 3 Avg 7 Avg 26 Tests Slump Air Day Day Day 30 3.55 3.68 4040 4560 56LO 45M 5004 HOC 5000 6500 7000 PSI III% of teats fie above cross- hatched apes Either 4" x 3" Or 610 x 12" Std ACI318 Dev Regtd 520 4:310 Acc Age Number 3 'Jay 7 Day 28 Day Dun Avg 3 64318290 3,!612012 3.00 4.10 i 5470 64318314 316/2012 3.50 41x4 4870 5554 54318267 316/2012 3.50 4.20 s 6210 57510 6361052270 31512012 2.00 3.40 5020 r 5990 62927797 31712012 3.75 3.70 a�oa row 6'500 6UU0 5500 5Q411u 4500 4004 3500 0 10 20 30 40 so 60 Maturity Days 10 00 3.0c BAC 7'.00 6.00 5,00 4.00 3.00 2.011 1.00 ac0 4000 Units ; US WPSI STRENGTH SUMMARY, Compression rio . Of Avg Avg Avg 3 Avg 7 Avg 26 Tests Slump Air Day Day Day 30 3.55 3.68 4040 4560 56LO 45M 5004 HOC 5000 6500 7000 PSI III% of teats fie above cross- hatched apes Either 4" x 3" Or 610 x 12" Std ACI318 Dev Regtd 520 4:310 DETAILED STRENGTH, CnWression Either 4" x 8" Or 6" x 12^ DaTch Date Slump Spread Air Strengths Acc Age Number 3 'Jay 7 Day 28 Day Dun Avg 3 64318290 3,!612012 3.00 4.10 4534 5470 64318314 316/2012 3.50 41x4 4870 5554 54318267 316/2012 3.50 4.20 4850 6210 57510 6361052270 31512012 2.00 3.40 5020 6200 5990 62927797 31712012 3.75 3.70 4830 6060 6154 63107581 317 /2012 3.50 3.50 4674 5550 15990 64318534 31912012 3,50 5.20 4900 6050 5890 64318786 3/14/2012 9.00 4.00 4620 5880 5830 63972688 3/14/2012 3.50 4.20 5670 5890 5940 63520334 3115/2412 4.00 2.90 4820 6320 6030 6431£960 3116/2012 3.25 3.30 4450 5600 5940 63652695 3123/2012 5.25 2.50 4150 5730 5890 636.52697 3/23/2012 6.50 3.20 4680 54601 5600 62926465 312712012 3.00 3.70 4140 4930 5370 64319727 312912012 2.50 1.10 +100 5370 5250 62928722 3130/2012 3.00 3.00 4770 5680 5330 53973353 4}412012 4.00 6100 4480 5230 5430 64320305 419/2012 4.75 4,50 4420 5190 5370 638/2009 411012412 5.50 4.40 3640 4340 4920 63529492 4 }1212072 2.50 2.80 5760 6730 5420 53529582 4/1312012 3.50 2.00 5710 6360 5810 0.08 0.07 x1.06 0.45 0.05 0.34 Q 03 0102 3.02 0.01 coo 7500 1992.2412 glgiral $ite 5ystbrns.Inn. Page 3 Quedrel !Service SM nF7ATLF:n STRENGTH, Compression Either 4" x B" Or 61, x 12° Hatch Date Slump Spread Air Strength- Acc Age Number 3 nay 7 Day 28 Day* Run Avg 3 64321892 5/912012 3.40 5.00 4387 5254 6110 64322062 5114%2012 5.50 4.00 3940 499€1 5530 63073196 5/15/2012 3.00 3.60 4110 4070 51139{1 5380 6307D205 5/1512012 3.50 3.50 40010 4370 5450 5440 63070213 5,/15/2012 3.00 3.30 4000 4510 3410 5580 64322460 5/2112012 3 -OC 4.20 449D 5260 5370 64322533 5 }2212012 3.4C 3.40 3874 4620 5100 59322579 5/23/2012 2.QC 3.40 435D 592D 5230 54322713 5/29IM12 2.50 3.60 4846 586D 5430 1992 -249: Rigil0 Fi1u Spslema, Inc. Fop 4 Quadrel i5cmile SM W r M I/ 11 r 14 0 W Hanso n HEIDELBERGCEM NTGrnllla Hanson Aggregates S1 nthwest Region '['Mriticni Set -vices LA 1000 N. MacArthur Blvd, Grant! PrAric, TX 75050 Tel, 972- 266.3646 Fax. 972- 260.305 W%V%V,hao54n1)lc,cam MATERIALS EVALUATION On-irse Aggng:>tes Sotisve: Hansala ri Bridgeport (Perth - 1.101) Plam Technicnl Sci -vices 0777 Tyne: ASTM OJ57 (l "- 94) Crushed Lime Slone Cielatirl: 2012 -8 LubNO: TSAVcc€ly -12 Date :05 -2g -12 Date: Received 05 -di-12 ASTM TEST C-127 TEST C -29 ASTM C -33 METHOD DESCRIPTION C -29 RESULTS specirleatIon C -136 2" Slevc 100 % Passim -- - - - - -- C -136 I- Ir2 "Sieve Soundness by Magm.91.unh 100 %Passing 104 C -136 1" Sieve 96 %Passhi 95 -100 C -136 3141' Sieve; 69 OA Passing ........ C -136 1121' Sieve 25 % Fussing 25.60 C- 136 313" Sieve I 1 % Passing •------ C -136 d4 Skye 2 % Pass! IIg 0 -10 C. 136 48 Skye 2 % Passing 4 -5 C -136 01 16 Sieve 2 % P€ISsili_g" -------- C -1 17 D-ucont (- 0200 Sieve Washed) C -127 Bulk Specific Gravity, 5SD C-127 Absorption, C -29 Unit Wt;ight (Dry Budded), C -29 Unit Weight (Dry Loose), C -29 Voids Content (Dry Redded), C -131 L.A. Abrasion, C -1260 Pa Lew inI AlkaIi ReacliAly orAgcl`egales, C -88 Sounduss by Sodium StIIPatc (5 cycles), ........... C -88 Soundness by Magm.91.unh Sit IWe (5 cycle*' ........... .... C- 123 Light 11deighl Pieces, C -142 Clay Lamps Sid Friable Particles, C -25 Caleikun Carbomme EQ'V, C -25 Acid IRSOILible Residue. Note- 0.70 2.662 0.9 104.8 94.9 36.9 2b.5 0.03 % I'milag 0/6 Lb * /Cu.r• t. LbSIC-Li_r1. * Loss * ENP. 2.54 % Lass 7.80 % Loss 0,41 % 0.01 11/0 96.4 7a 4.0 u+a 1.5% Max. 50% Max. 0.1 % Max 12% Mox, 8% Max_ 0.5% Max. 3,WO Max, Varian Babakilanian, P.E. Technical Services Lob Manager Cw Iclmts., aihtlyus and rtpans 3ne for Ill_ evcIlisive use of Ihu ulknt r4 ky11Pm Lhy vat otldievw d, apply onl to the 3ampk-9 temod mYor ill -' ewdaad arc oat nwas%AV IlliltC3t15'€ 9Ftlll+llllill�lCE 4571]}}�ft!MIj' dc14I1 {.1I pCiinsilar lrrpduett- Tltiis rcpnit sln 11 Baal l,` rcpioduccd c.eccpa in cull and mith lha utilterk APP M-0 orHANSON PLC- Lattimore Materials Corp, LMC 15900 Dooley Road Addison. Texas 75031 972 - 221 -4646 (rnain) 072 - 221.9647 (fax) www.latimorematenals.com Gradation Analysis for Fine Aggregates ASTfIA D29, C33, 0117, 0128 & D75 Date Sampled: 8- Feb -2012 Sample: Spec Date ran: 14- Feb -2012 Source: CIuburne 40211202 Tmal dry out: 628 grams Location: Stockpile Sieve Size (in) Wt. Rut, % liet. 410 Pass % Passing ASTI II C33 Limits % Retained TOOT 421 31801 0.375 0.0 0.0% 100.0% 100% 0% 114" 0.250 1.3 0.2% 99.8% - - #4 0.189 13.2 1 2.1% 97.9% 951/0 to 100% 0% to 5% #8 0.494 79.0 12.6% 47.4% 80% to 100% 0 %u to 209 #10 0.079 98.5 15.4% 84.6% - - #r`16 0.047 146.8 23.4% 76.6% 50% to 85% 16% to 513% #20 0.033 195.0 31 -1% 68.90/4 - 00 0.023 259,3 1 46.1% 319 %0 251/6 to 64% 35'% to 75% #40 0.017 428,6 68.2% 31.8% - - #50 0.012 522.1 133.1% 16.9% 5% to K% 65 % to 90% #80 0.007 502.6 96.0 %n 4.0% - - #100 0.0H 611.1 97.3 % 2.7% 0 %4 to 10°1 90% to 100 '4/n 4200 0.003 624.0 1 99.4 °!0 OZ% O% to 3% 97% to 100% PAN I I I I - - Fineness Mod.: 2.65 Specific Gravity: 2.63 Dry Loose Unit Wt: 106.86 IbIw Dry Rodded Unit Wt: 118.17 Ib1ft3 Absorbtion: 1.7$ °/u Sand Equiv.: 93.3 Product Data Sheet Edition 8.1.2009 lduntft;itiou nu- Plastiment ES Plastiment' ES Water- reducing and Retarding Admixture Description Plastiment ES is a water- reducing and retarding admixture. Plastimant ES meets the requirements of ASTM 3-494 as Types B and D and AASHTC M 104 Types R and D admixtiure. Applications Plastiment ES should be used when a controlled delay in set time or increase in slump life of concrete is desired. Plastiment ES can be utilized in concrete used for flatwork and horizontal or vertical slipform placements. Use of Plastiment ES provides a superior surface finish. Benefits • Improves slump life and delays set time of Concrete Slows down the rate of cement hydration rearFt6n and controls cpnorete temperature - Provides sWicsent -time for proper placement and finishing of concrete without cold joints in hot weather Gonditions • In ilatwork applications, Plastiment FS acts as a finishing aid, improves work- ability, controls bleeding and provides a superior surface finish In mass concrete pours, Plastiment ES controls temperature rise and reduces the risk of thermal cracking Reduces permeability and enhances durability by allowing to reduce the water cement ratio • Improves early and later age compressive and flexural strength Improves homogeneity in the mix and reduces chances of segregation. Refer to ACI 3458 Hot Weal her Concreting for mare information. Plastiment ES does no! contain calcium chloride or any other intentionally added chlorides. How to Use Dosage Dosage rates will vary depending on factors such as materials used, concrete temperature, ambient temperature and specific requirements of the project. For general concrete applications, Sike recommends a dosage rate of 2 - 4 fl. ozJ100 Iles. (134 -260 m1111160 kg) of eernentitious materials. Enact dosages for a particular application should be determined by conducting trial mixes. dosages outside the recommended range can be used to meet specific, project require- ments alter conducting Vial mixes. For more information please contact your local regional office or technical Service department at 1- 804 -933 -7452. Mixing Add Plastiment ES at the concrete plant. Measure required quantity manually or by automated dispenser. Add into the water lime at the hatch plant or directly into the concrete at the end of the mixing cycle. De riot mist with dry cement. Combination with other admixtures: Plastiment ES is compatible with other Sika admixtures. Where used in combination with other admixtures, each admixture should be added to the concrete separately. Packaging Plastirment ES is available in 55 gallon drum (208 liter), 275 gallon totes (1W Liters) and bulk delivery. Storage and Shelf Lifts Plestirnant E5 should be stored at above 40 °F (5 °C), if frozen, thaw and agitate thoroughly to return to normal state - Shelf life when stored in dry warehouse conditions between 40"F an4d $0 °F (5 "C - 27 °C) is one 1 year. Typical Data Appearance Brown Liquid Specific Gravity Approximately 1.2 CAUTION: IRRITANT. Contains Carbohydrates (Mixture). Slightly irritating to the eyes and skirl. Handling and Storage Avoid direct con #act, Wear personal protective equipment (chemical resistant gagcdleslgloveslclothing) to prevent direct contact with skin and Byres- Use only in well ventilated areas. Open doors and windows during use. Use a properly fitted NIQSH respirator if ventilation is poor- Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. First Aid Eyes — Hind eyelids apart and flush thoroughly with water for 15 minutes. stein — Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. inhalation — Remove to fresh air. Inglestion — Do not induce vomiting. Uilute with water. Conlat1 physician. In all cases contact a physician immedi- ately if symptoms persist. Clean Up Use personal protective equipment (cherniral resistant gloveslgogglaslclothing). 'Ir1fftut direct win tact, sweep up spilled c excess product and place in SLlitable sealed container. Dispose of excess product and container in accordance with applicable local, state, and federal regulations. KEEP CONTAINER TfGHTLY CLASEt}• i1EEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CON SUMPTOR • FOR INDUS MAL USE CMLY A, i:roan ®11r1n prmi[1ed by SIk& I7h"raM1 ('SIk9'j MaMnlinD Slka FrGd4G3. Ir6ud rg but not Bill led 18, oW rGecrnrn2mW.ion3 an9 adv.CE. relating W the apgratlon end use or 9 k µvduels, Is g van in Ord faith b&W on Slks's cunnt expenerce and knowledge er its prorkcts when mm* accred. handed And applied under nginal candilkns in accorcaim with Slka's Instructims. In pra: ice, trio dilorenees ri rralerl- ah, 9unswins, sltraggee and handing conditions, actual alle condtdons and olhor fasrors oulo de of Slke s oanGd ara suCl Ihoi €Ra assJmsa no Iabllhy for the pm Arlon 0l sw-h Infolrnarlor. Wsice, reoamrnendatims or I. strudions related to Its prakluttg. mar 5hei art) Mgal rAlAlidrESr,ga rte crest tyr ar arm lrem the prw sian of such kiigpmetim, advice. Fenomla®itdeOvns or I%nE;Gors ra'ated to its predur:.L Tee user or Lre Sika pmaLxlp l muss Imt :n a proauckaj W sul[so0 W tr tha Intended appisal:on a rid purpose Woos procee ding wihi the ful application of 9re prod idlsj. 5110 reaefvas the right to changa the propertlss of its produels wilrsoul notice, All sates of Side produetf %l am sualact to its current torma and canaiitona of sale which ara available al !6a w k�ac�rn trim or by callirttl 000-033-7 2. Prior u each us* of any 9lka pradicL Iha user nRrsl always read s^d Iblluw the wamings and anetrucLiuns on The product's most cur - rAr4t TAcnml`Al UaIA hoAt, prnauel label and Milli Safety tlele Sheol whlan are available at 44riw S kaCnnSlr, a ". "r rr:'^ or SCO- 933 -7451. 14dhing canla:ned in any Slsa malanals relieves rho use., of line eltrilqW.on to seed aril fdlaw ho warnings nnm instruc - ion for each Sika pmdrd as sat forth in lie anent Technical baia Sl►,V, product label ano lAelenal Safety DJa Sheet pd or 14 FrokEl use. SIKA warraris this prcdlul for ore year from data of InsteIshon lye Or free from rriAnureCW*V oWedla And tc meal he tEdMI al prorx-ties An the cunanl TecM cal I]ate Sheet 9 uaad as directed wirnln snolr lie, J&Dr determines sulLssillty gf proyucl Tat Irorded use and ISSAma% all risk%. Kyer'S sale renratily 4halll Ila Imltad to the pur&esa pnca or replarArtanl W prWM &dLjslva of RAW cr Edlil pt Mar, KO OTHER WARRANTIES EKPAESS OR IMPL19D SHIALL APPLY INCLnING ANY WARRANTY OF MERCHANTISILITM OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT UL LIABLE° LENDER ANY L €r1AL THE01tY FOR SPECIAL CR GC 14s"O lI VIA L CAMAGES. 51 K SHALL NOT BE RESPON.4IHLE FOR THE USE OF THIS PROCUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLE.CTIIAL PROPill RIGHT$ 49LD elf OTHERS. Si2a Corporation Slke Canada Inc. 241 rhdlloAJU7a 68Inte-Cnarhwenue h qnmhumt ri.I ®7071 Poinie- �lalre, QC ri9R 4119 1 •800.933-S1RA is Phan& (215i1 M -888 Phones 4514)607 -3610 Fax: (2011) 933 -6325 Pax: (51 rt) 07 -9087 m wwwisikaronstructionzom www,sika,ca Rniona l Information and Sala& Ceamn. For the kwotlon of your rie®resi Skit r epyese n!alu+c, contact y0,01 IBpNallhl cefiter. tis.: North Eaei R4on: Fair6m tillta, P14. Ptw a; {2151 205. -88 a North Central Reglun. IAaeon, CHI, Phone. l>P30} 951 -1545 Swth Ea1ol Regrow Conym.. G4, Phone: (T" 700.133 Soulh Oentrpl Region- hlo ate, Tic, Planner t972) 2MEM Waaleed Rragloa: 3eNa Fa Springs. CA- )bane lS62p 0J2 -9550 £enada: Callarlo: KlKsiss;&Ka aN. phone, (MI 7D54177. Aluerta; Edrnanlon,A5. Ishor-o 14901 406-6111 ampv oanirueas Nrmtera: Lknilnp". FN n7i, pin wwl, ra TMT1 (E-senerK x rko AW reraa, krnrra Ctryc Fie eel a7, erne Fe epd'g'. FV &WM S ksand Anslimenl are feglararad Baden ks, Mde rn US& Pinned ki USA. Product Data Sheet Edition 09_25.2009 tdrantification no. 147 -640 Sika Air SikaO Air Air Entraining Admixture [description Sika Air admixture is an aqueous s€ilution of organic materials. Sika Air meets the requirements of ASTM 0 -260 for air antraining admixtures. Applications Sika Air is recommended for use whenever air entrained concrete is desired. Ready -mix, precast and block producers can achieve predictable and uniform entrained air contents in concrete, even where harsh lean mixes are used or fly -ash is added to the concrete. Advantages Durability: ■ Air entrainment is recognized as the most effective prevention against con - crete scaling in exposed environments. Air entrained concrete delivers par- ticular benefits in the farm of increased concretes durability. This is important in colder climates where frost and freeze -thaw cycles can cause scaling and darn age to the concrete rfaqe ■ Air entraining agents help to prevent scaling by creating rnicrosccpic air voids that water trapped in the concrete oan expand into when the conc rate freezes, thus preventing cracks caused by the natural expansion. Entrained air voids in tha concrete will also increase durability in harsh environments where concrete is exposed to deicing salts, marine salts and sulfates. Workability and Ptaceability: Workability and placability are also improved by the lubricating acfi.on of the microscopic bubbles in the concrete. Concrete will flow better, and bleeding and shrinkage will be reduced because less water is needed to obtain the desired workability. How to Use ❑rssage Dasage rates for Sika Air will typically fall between 0_5 and 3 fl. oz. per 1 D0 lbs. (32 -195 rni(I 00 kg) of cementitious to entrain between 4 and 6 percent air_ Higher air contents may be obtained by increasing the dosage rate. Dosage rates will vary depending on the air content required for a particular project, Typically air contents will be speciified in the range of 4 to S percent by volume. Other factors that may affe?ct the amount of air entrained into the concrete including total cementitious content, type of pczzolanic materals, sand grada- tion, so tfclay in egg regetas, temperature and water content. The use of fly ash, particularly high t-CI fly ash, can result in a higher dosage of air entraln- ment. Sika recommends that trial mixes be performed whenever material car any other changes are made that may affect the amount of entrained airr In mixes requiring a lower or higher amount dosage rate, please contact your local regional Sika office or Sika technical service department at 1- 800 -933- 7452 for further information. Mixing Measure the required quantity per batch manually or with automatic dispenser equipment. Add Sika Air to mixing water or sand. Do not mix with dry cement. When Sika All r is used in comb! nation with lather admixturles, care must be Phase; :201)333 8M Phona; 15141697 -2610 33-16 2 2 5 Fax; 807-3M7 taken to dispense each admixture separately into the mix. rr�er,rilr r Cornbinat ion vvith Oth er Adm ixt u res : Farr: 1201)13 ;514) Cornbinlation with ot4er admixtures, particularly water reducers and retarders. may increase the amount of entrained air in the mix_ Air contents "Lid be choked with an air -meter after batchinq and dosage adjustments made at the concrete plant. Packaging Sika Air is available in 55 gallon drum (20S liter), 275 gallon dates (1040 liters) U.S.: North Eaet Reg loon; Fatless Iddi s, PA, Pbory [2155) 295 x864 druids and bulk delivery. Storage and Shelf life Sika Air should be stored at above 40 °F (5 °C)- If frozen, thaw and agitate western Region: Sara Fa SprIrA• thoroughly to return to normal state. Shelf life when stored in dry warehouse conditions between 50 °F and 80 °F Alhurlat Eomnrdmn, AR Pho (rVIARWIll (10'C - 27 °C) is one year. Typical Data is Pa 6,713, k- a ity! f apt'pe F6111101 Appearance Dark Amber liquid. Specific Gravity Approx. 1.0 CAUTION, IRRITANT Cont 9ins Aqueous Solution (CA - Mixture). May cause eyOsicinirespiratory irritaton. May be harmful if swallowed. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant gogglasIglcvesklothin9) to prevent direct contact with skin and eyes. Use only in well ventilated areas.1i'Vesh thoroughly with soap and water after use. Remove cpntaminated clothing and launder before reuse. First Aid Eyes, Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person tc fresh air. Ingestion: loo not induce vomiting. 0iIute with water. Contact physician. In all cases contact a physician Immediately if symptoms persist. Safety Tested and Certified by WQA iaecordirig to NSFIANS161 Secticn 5 for materials safety. Clean Up Use personal protective equipment (chemical resistant go9glesJglovesfclath- ing). VVhout direct contact, remove spilled car excess product and place in suitable sealed container, Dispose of excess product and container in accor- dance with applicable environmental regulations. BEEP O]NTAIHER TIGHTLY CLOSED - KkE P OUT or REACH OF 014LLOREM •MDT FOR INTERNAL CaNGIILIPIFION +FOR IMDUSTMIAL LtLE ONLY TJI ;nfo -n Aim PftWAdd trr Sika L73FP6ffiWA {•SIRa-5 IMUMtT1a Slkr prodraGS, Ind„ oing 4ua not Ilmllad ka any maamrnand3tdns and asvloo re'afing Lo the epplimion and use eF She pc6dutt . Is gjvan In peed Fmhh bmsed on sikers o.Iront viWportao and kno.,led�R of du praduCis wren properly stared, herd ed a -d applied under na :mat condWam In accardence Akh S'ki's Ir4iti 1lma, In pracll:e. 1ha dhFer -PrKm In meters- 81% subU71109, storage and nond ng co-d,ua-is, actual sirs aanddcrls anti other factors suLCda a: $,km"s ew:lral arm much Mal Slw wits g i. no I ability for Ire i�tislcn of such nor Flinn. wvire, raoarrsnendallnm cr Inate�rnns related to ds products, nor shell anp relukriship be crested br or arYms krri the rr+c.si.m or suqY, irlormaiian, advise. (worn manjaears or in3lnt�l one (*filed to Is pcoducft The uset of the Slka producus. must mat Ina piroducr;sl ror Su,1 oniYty lor the Inter clad application and purpose heforn proaeddirlg *Lh the 7d appl lea Ion o11hs produa{sj, Sika re$~arves the right to change tivs properties of its products wllhout notfee. All 9e•e3 of Sika produei(s) ara subject to ItF aurrort terms and cariditlons of sale which are mvallm bit at watt sikacora v=;ii g by palling 8110 - 953 -7452. Prior La each uss Ef any Sika producL, the tamer musl owmya read aril Nlluw the W®+1iilTga and instn,eltons on th+_• product's most cur• Cant Taettnleel bw1b Sheet• Produel label End Minarial SEfoly Onto Shoal wt ion are avollable w wpw 4 ,- �v _r i•nn -.13 of SM4M -7452. Nollrdnp coatalned In any SITa matisdals relleves the usef of the sdHgslien to read am 'c lax L•.a war -i-4s A -,d insln rJloll for each Sike product as sat toll! In the currsnit TeOnicml tlmla Sheet, ,produrh IEI>el and Ma'.enal Safely flare 5heat polo• to product r.tri. SIKA wmrrarrs Ihh product for one year fron rfVo e1 IneWistion io W free rrrwn mawfsrituringi dererem and la meet ara l hnitAl Proparies on the currem rerhnical Data Sheet it used as diraslmd wiihln ahell Ilfe, !Tier dmlernlnes sultan „lY 4f prv;IygL for jnlartdQd use antl assi nve6 811 risks. Buyers sale raara6y shell he limited to the aurr.]tara prim or rpla84k5wit aT product exrusirre of labor or cast of Iaihor. NO OTHER WARRANTIES EXPRESS OR IV-PLIED SIFALL APPLY INCLUDING ANY WARRANTY OF YERCHANTIBILITY OR FITNESS FOR A PARTICULAR PURPOSE:. SIKA SHALL_ NOT u LIABLE UNOSR ANY LEGAL YNIORY FOR SPECIAL OR CONSEQUENTIAL IPAMAGES. SIKA SHALL NOT BE RGSPONSIULE FOR THE USE OF THIS PROLILICT IN A MANNER TO INFRINGE CN ANY PATENT OR ANY OTHER INTELLEMPAt, PROPERTY R115NTS HELD BY OTHERS. Slka Corpbratlan Sika Clsnmda Ina, L6r hurst, J 07 fitli, e-Owit , QC HI Lyndhurst, N,! i1i1}y9 PvinitrGeire, 4C H9iR 4A9 Phase; :201)333 8M Phona; 15141697 -2610 33-16 2 2 5 Fax; 807-3M7 r , rr�er,rilr r Farr: 1201)13 ;514) ,^ rrrr 5a- wr.irFV} www.alkaeonstracllon.carn WWW.alkavca Rolgln Ha l k&rnaalhn and SMIaS Cat ntar% Fer 1h® lacatian of your naaro s1.5 ?rte representative. cmn[ad your regional aenler. U.S.: North Eaet Reg loon; Fatless Iddi s, PA, Pbory [2155) 295 x864 Nurtli Central Ra plot[: Mm6mk OH. Phone: (8M) 051 -1545 Soulb Earl Reglo-n. Ccrryars, GA, Phone: (776) 760&1800 Stwth central Region: MA%Lala, T)L PMria_- -(972) Wa.114e3 western Region: Sara Fa SprIrA• CP, iallt:rlet tai 90f -SM Clnmda; Ordario: Mississauga. QN, Phone: (9[16: n -541”, Alhurlat Eomnrdmn, AR Pho (rVIARWIll aeallg• {a •ilnsitta. tN�ra'.ar�. iyntlhunl: Fit 69711 Imo podak Pe Fnazi E a3 qmN. Marto is Pa 6,713, k- a ity! f apt'pe F6111101 dlka IF 8 rapimiored aadarnarK tyreda in USA Priltld In USA. Product Data Sheet Edition 10,2005 Identification nc. 181 Plastocrete 161 PIastocreteO 161 Water Reducing Admixture Description Plastocrete, 161 is a lignin polymer -type water-reducing admixture. Plast "rete 161 meets the requ irernants of ASTM 0-494 Types A, 43 and D. Applications Plastocrete 161 is recommended for use in all applications where high quality concrete with superior workability is required. Advantages Plastocrete 161 water reducing admixture provides an economical and highly effective means of reducing the amount of mixing water required to produce concrete of a certain slump by acting as a dispersant for the cement particles in the mix. Through this dispersing action more of the surface area of the cement particles is available for early hydration. The more cement particles hydrated by contact with the mixing water, the greater the compressive strength of the concrete, PIastocrete 161 is formulated as a Type A water reducer to altow up to 1Oi'0 water reduction and maximize the benefits of increased hydration in both the hardened and plastic states,. ■ Reduced water content required to achieve dosi red slump, increases compressive and flexural strengths and allows the use of more economi- cal mixes. ■ improved paste quality makes concrete easier to pump and finish- 9 Consistent nuFinal seltingl times throughout the recommended dosage. ■ Lowe rwater cement ratios provide decreased perrneabilN and increased durability. ■ Plastocrete 161 does nowt contain intentionally added chlundes and will not initiate nor promote the corrosion of steel in the concrete. How to Use Dosage Dosage rates will wary depending on the material used. ambient conditions and the requirements of a specific project. For general concreting applications, 5ika recommends a dosage rate between 2-4 fl. oz. 1100 lbs. (130 -26D mIII OQ kg) of cement`tious materials #or normal setting characteristics, Oosage rates of 4-6 fl.oz.1100 lbs. (260 -393 m11100 kg) of cementitious materials are recommended for applications where higher water reduction is needed as well as extended workability and prolonged setting times. Dosage rates outside the recommended range may be used where specialized materials such as mi+crosilica are specified, extreme ambient conditions are encountered or unusual project conditions require special con- sideration, In this case please contact your local regional 51 k office or Sike technical service department at 1 -a 0 D-93 3-7452 for further information. Mixing Plastocrete 161 is added at the concrete plant. Measure required quantity manually or by automated dispenser. Add into the water line at the batch plant o to the mixer at the end of the batch1ng cycle. Combination with other Admixtures: PIastocrete 161 works effectively as a single admixture or in combination with other admixtures in the Silva System. When air entrained concrete is specified, Sika recommends the use of Sika air entraining admixtures. When used in combination with other admixtures, care must be taken to dispense each admixture separately into the concrete, Do not mix with dry ca- ment. Packaging Plestocrete 161 is supplied in 55 gallon (208 liter) drums and bulk delivery. Storage and Shelf -life Plastocrete 161 should be stored at above 407 (5 °G), if frozen, thaw and agitate thoroughly to return to normal state before use. Shelf life when stored in dry warehouse conditions between 510 °F and 80*F (10 °C - 27°G) is one year, Typical Data Appearance Dark Brown liquid Specific Gravity Approx. 1.2 Caution 'Skin and eye irritant; avoid cantaet. The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended, Avoid breathing product. Use with adequate ventilation. Remove contaminated clothing. Handling and Storage Avoid direct contact. Wear perwirial protective equipment (chemicel resistant goggles1gloveslclothing) to prevent direct contact with skin and eyes_ Use only in well ventilated areas. Wash thoroughly With soap and water after use. Remove contaminated clothing and launder before reuse, First Aid Eye; Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with SOap and water_ Inhalation: Remove pefson to fresh air, Ingestion: I)a not induce vomiting. Dilute with water. Contact a physician. In all cases, contact a physician immediately if symptoms persist - Clean Up Use perscnal protective equipment (chemical resistant gog[glesfgloves,1 clothing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accordance with applicable environmental regulations, KEEP CONTAINER TIg ;NTLY CLpSED • KREP4UT 4F REACH OFCYIILIOREk -NOT FOR INTERNA°_00N$UMPTION � FOR IHdIISTRNIL 45E ONLY AN Inkrril lorF prDWM by $Ike Corpora9an ['Ska') cvnooming Slka orodrKx ineWnp but rat llmilyd to, ary w- arnmarida[Ions and ad'ACat rtblIng.o the applitMen and tmb of Silos, ptoduct3, is green in goad fa11h based cm Slko's cLrrelit alpanence aid knawladpa of its pro[uds when prepeny slated. barred Ord applied urdar no^Taf mrdihcnis is amardance with Slka's inalftntims. In prerlim, the dffamnoes in mated- AIS, SU9WTaM S, MWW .pg and har"dWg D ,difims, anhrsl s:le mndiLDht and dlhe: iadnr5 Grttir1A nr ,9 ka'S rW.M tra such That 9Y$ aM1jmas nn liatfitY for Ilia Mvisim of ajth %nf4nn n, c&A� e, recammandeWns or brgrLalcns Mated tc. its pruc!ucl8 nor $loll ar,y legal Felatign ship by craewd Oy or Arise flan the pruvelaFl or euch Irfatmaemn, wvkre, rewirnmandalians or rnslruclicns regaled to is p'pduras. The user of the Slke producKI) musl lest I he, prod xl [s} for aulbbliN for the Inlended applloadon and pwW5a tlefare prcmtdlrtg wlth the hpl appllcalrin a' th a pro0r_t aj- Sika reserves Fhe ripl. to changs Lha properties of ill prntiucts willout nolicr. All sales cf Sika producttaj art SLiC18W fc ILS Curran, terms AM c0nd -ticm Df Salt when aeA ava119t:1a At �;Wy s•k,=:-arn c7T1. er by t9111n® 908 -933- 7452.. Frly to each 1198 or afly Slka product_ the user rnuet always read and follow the wwamnQa anti instruc.11unl an 1he prcduei's Olost cir• rent Tachniva1 Date Sheet, proyuel label and watenal Safely Data Sheet whlch are awallzbio at =eo:. ar WD- 9337452 IQWhing rx Ulned In any Slice maiettals rah wes the usar or the 0ligaldn ID read and ht7ow too war^irtgs AM 4nsZcltpn i r asen SIIa pcdua w Sat Wn in Lrle current TfaniC41 Data 611ME proliUCt M61 On7 MaD11`111 Salaly Ma 5hM p110' I0 prod•dCE W$r. �IKA warram Ilia prcdLa for lane year iron date of lnslar4pn tQ hs free morn manuieclu ra F1efeA6 and b Frleet the loehnisal Nrvpin es nn Lhi turront Tarx,n cal DAIA Sheet it uStd AS C WI Ad within shell life. user GeLat mines Su ltabil ity or plc duct F0' inlend8e uSa and assumes all Hales. Buyars sd@ ranedl sherl he im,%d bu the purchase prase ud feplacenma4 d praducL Atx:.luslwe of Iebur ar east cF laLur. NO OTHER WARRANTIES E7tPRESS OR IAIPLFEU 6 II HALL APPLY INCLUDING ANY WARRANTY dF ERLHANTIBILI TY OR FITNESS FOR A PARTICDLAR PURPOSE. SINA SHALL NOT RE LIABLE UNCER ANY LEGAL THEORY FOR 2PEr AL OR CONSEQUENTIrAL DAMAGES, SUM SHALL NOT BE RESPONSIBLE FOR THE t15E OF THIS PRODUCT IN A MANNER TO INFR14 BE ON ANY POTENT DR ANY G7HEFt INTELLECTUAL PRGPERTY RIGHTS HELD BY OTHERS. Ziika Gorporatlan Sdke Canada Inc. Lyn burst Avenue Poin Delgor . Cnue Lyndhu-sf,NJfY7f3YT Pointe- Clalre,OCHBRIA.9 Phone: i201)083EEID13 Phone {&14)697 -261a Fail: (201)03 &02"26 Few: {614)607.3067 www.alkacolnatrumM.rasm vAwi,alkill Regbnal Infermallenand Sales Canters, Far the lmahk n cl yuu. neareai Slka FetxeaentatlVe. eonlacl your re6ianal center. U.S. : North East Reg4ri: 'airless Hills. PA, Phone {215) 296 -6SN North Central Regtaw Madan, 0Ij Phone: (6 861 -1615 Sip LM Eiale Region: Oanym. GA. Phan®: [779) 760 -1849 59416 Gerllall Region: AWL TX, Pherla: 17M) 2e94943 WAa am R.9giebn; Santa Fo spun psi, CA, Phone: (662) q 53035 Canaria; Ontario: NUISIllallg'a, ON, Pr1G41IC: I'9Ual i9;}Stii, Albino: E4T4,ort, AS. Phare: 178uj 4&&Sl11 y^rleyc,rineYbn Nuftrs: ldnph4rFC Fra4wll 4EED N 4. FMIMiRl lQ810aa;, 11E11W'.FN Wk% KAnru LIWA dAIWAIMAIl Wow FN ewe$ SAw and P aaba m'a are m0isle rod O cknrlrks, Mode it U5A Frrnvd In IISAe LMC MATERIAL SAFE" DATA SHEET U948r7vlsharp. P, R, Sex 2469 Addrsori, TX 75401 (9 ,12)222 -4W l974528- 35491m wwwJmctx.com SECTION 1— (CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product Name: Ready Mix Concrete, Pre-Mixed Concrete, Transit Mixed Concrete, Grout. MSDS covers all Concrete Mix Des gris prepared by LM C. CAS No: N/A Product Use: Ready Mix Concrete is a structural component used in structural and civil engineering. Product Code, Chemical Family: N/A Chemical Name and Synonyms: N/A Formula: This product consists of Portland cement, f4yash, sand, aggregate, and ad mixtures, individual compositions of constituents will vorp within the mix design ranges. Suppllerf Manufacturer: Lattlmore Materials Corp. EMergenCy Cantatt IOcNroMion: Lattimore Materials Corp. M &H Department (972) 221.4645 SECTION 2 — CUiVtd'POSITION /MFOitPi ATION ON INGREDIENTS Ready Mix Concrete Ingredients & Their Exposure Limits: CurrentACIH TLV for 8 hour Exposure, — Chemical Entity{ Ingredient CAS No: Percentage of Mix Total bust {Mass) mg /m' Respirable Dust (Mass} rng /ml Crushers stone or gravel a to 60 i0 m /m' 5 mem' Sand 1 to 5o 10 rncW 5 rngf m' Portland Cement 65997 -15 -1 Ito 25 lc mg /m' 5 mg /m' Water Fly Ash 1 to 25 11) me/r -e S mg/m' Crystalline Silica 14808 -60-7 2 mglm' 0.05 my /m' Nate: Cement„ sand and gravel may mritain 0.1% - 5046 crystalline silica (G45 No. 14808 -60-7) depending un the prupwAiun and crystalline silica content of the ingredients. All ingredients rnay contain crystalline silica. Wet stage poses no riskor hazard. April 2011 Ready Mix Concrete Page i of 7 MATERIAL SAFETY DATA SHEET SECTION 3 —HAZARD IDENTIFICATION Emergency Overview, Concrete Is a light gray fluid mixture that posts an immediate hazard to eye tissue. Exposure of sufficient duration to wet concrete can cause serfous, potentially irreversible tissue (skin or eye) destruction in the form of chemical (causticl erns, including thind degree burns. If footwear or cloth Ing becomes saturated with wet concrete, remove irnmediateiy and wash area witb water and mild soap. Co not allow prolonged contact. Potential Health Effects: Relevant routes of expasure are: EYE CONTACT and 5KIN CONTACT: Effects Resulting from EYE CONTACT: Exposure to wet concrete may cause Immediate or delayed irritation or inflammation. Eye contact by splashes or wet concrete may cause effects ranging from moderate eye irritation to chemical burns and blindness. Such exposures require immediate first aid and medical attention to prevent significant damage to the eye. Effects Resulting from SKIN CONTACT: Discomfort or pain cannot he relied upon to alert a person to a hazardous skin exposure. Consequently, the only effective means of avoid Ing skin injury or illness involves minimizing skin contact, particularly contact with wet concrete. Exposed persons may not feel discomfort until hours after the exposure has ended 2nd significant injury has occurred. Exposure to moist or wet concrete may cause more severe skin effects including thickening, cracking, fissuring of the skin. Prolonged exposure can cause severe skin damage in the form or (caustic) chemical burns. Effects Resultingfzom INIHALATION: Concrete may contain amounts of crystalline silica. Prolonged exposure to respirable free crystalline silica may aggravate other lung conditions. It may also cause delayed lung injury including silicosis, a disabling and potentially fatal lung disease, and/or other diseases. (Also see "Carcinogenic Potential" belOW.j Respirable expa5ure to silica in concrete may ¢ccur only if concrete is drilled, cut, ground or polished. Exposure to concrete dust may cause irritation to the moist raucous membranes of the nose, throat, and Upper respiratory system. The dust may also leave uriplea5ant deposlu in the nose. Effects Resulting from INGESTION: Not Applicable April X011 Ready Mix Concrete Page 2 of 7 MATERIAL SAFETY DATA SHEET • Chronic Effects Some individuals may e.Khlblt an allergic response upon exposure to ready -mils Concrete. The response may appearin a variety of forma ranging from a mild rash to seveie skin ulcers. Persons already sensitized may react tb their first contact with the product. Others may first experience this effect after years of contact with ready -mix concrete. Minimizing contact with skin is the basic protection to reduce this exposure. • Carcinogenic PaUntllal Ready Mix Concrete is not listed as a carcinogen by NTP, OSHA, or .IARC. It may, however, contain trace amounts of su bstancies listed as carcinogens by those organizations. Crystalline silica, a potential trace level contaminant in Portland cement, is found in the aggregate components in varying percentages and Is dassified by IRAC as a known human carcinogen (Group ij- NTF has characterized Respirable silica as "reasonably anticipated to oe [a] carcinogen ". • Medical Conditions That May Be Aggravated By Inhalation or Dermal Exposure. Pre- existing upper respiratory and lung diseases. Previous exposure to dust from hardened product. Unusual or (hyper) sensitivity to hexavalent chromium (chromium ( +5)) salts. SETION 4 —FIRST AID MEASURES • Eyes Immediately flush eyes thoroughly with water. Continue flushing for 15 minutes, including untlerthe lids, for at least 15 minutes. Seek medical attention immediately. + Skirt Wash skin with waterand pH neutral soap or mild detergent intended for use an skin. If clothing or foahvear is saturated remcsve immediately and wash Brea with water and mild soap. if contact has been severe enough to cause reddening ur actual burns to skin, place sterile bandage on area and seek medical attention. ■ I inhalation inwetform, concrete cannot be inhaled, Ingestion In wet farm, concrete is unlikely to be ingested. If concrete enters mouth, wash out with water immediately. Seek medical attention if any burning sensation or actual burns occur. April 2011 Ready Mix Concrete Page 3 of 7 MATERIAL SAFETY DATA SHEET SECTION S — FIRE EXPLOSION DATA / FIDE FIGHTING MEASURES Flammability: Not f=lammable_ Hash Pcint, Not Appiicable, Lower Explosive Limit: NotAppiicable, Upper Explosive Limit: Not Applicable. Auto Ignition Temperature: Not Applicable_ Sensitivity To Static bischarge: Natkppllcable• Sensitivity ToImpact: NotApplieable. Extinguishing Media: NotAppilcabie. Special Fim Fig ht! ngProcedures: None. Hazardous Combustion Products: NotAppllcable. Unusual Fire And Explosion Hazards, Not Applicable. SECTION E— STABILITY AND REACTIVITY Stability: Stable incompatibility: Portland cement reacts with wafter to produce a caustic solution, pH 12 to pH 13. Wet concrete is alkaline. As such it is incompatible with acids, ammonium salts, and aluminum metil. Aluminum powder and other alkali anc alkaline earth elements will react in wet mortar or concrete, liberating hydrogen gas. Concrete dissolves in hydrofluoric acid producing corrosive silicon tetrafluoride gas. silicates react with powerful oxidizers such as fluorine, chlorine and tr'ifluorldes, and oxygen difluaride. Hazardous Decomposition: Will not occur. Hazardous Polymerization; Will not occur. SECTION 7 — HANDLING AND STORAGE Narrnal temperatures and pressures do not affectthe material. Promptly remove dusty clothing or clothing which is wet with concrete fluids and launder before reuse. dash thcroughly after exposure to dust orwetcement mixbures orfkuids. Ready Mix Concrete is premixed at a plant or in a truck mixer drum and delivered to the end user in semi -fluid state ready tv be placed to set in final form. SECTION 8— EXPOSURE CONTROLS/ PERSONAL PROTECTION Eve Protection: Safety glasses with side shields, or gaggles, should he worn when engaged in activities where cement dust, wet cement, or concrete could contact the eye. In extremely dusty environments and unpredictable environments, wear unuented or indirectly vented goggles to avoid eye irritation or injury. Contact lenses should not be worn when working with ready mix concrete or fresh concrete products. Shin Protection: PrEwention is e%ential to avoid potentially sever skin injury. Avoid contact with unhardened (wetl concrete prcduets. If contact occurs, promptly wash affected area with soap and water. Wear impervious clothing and gloves to eliminato skin contact where prolonged exposure to unhardened ready mix concrete products might occur. wear boots that are impervious to water to eliminate fait and ankle exposure. If standing in wet concrete rubber boots must be warn to prevent injury. April 2011 heady Mix Concrete Page 4 of 7 iViATERIAL SAFETY DATA SHEET Wet concrete may splash into open boot taps and saturate socks and remain in contact for a lengthy period of time. Prevention is to ensure that boots are fully laced up. Du not rely on barrier creams; barrier creams should not be used in place of gloves. Periodically wash areas 1n contact with dry pordand cement, wet Cement, or concrete fluids with a pH- neutral soap. Wash again at the end of workday. If irritation occurs, immediately gash the affected area and seek treatment. Clothing saturated with wet concrete should be removed irnnnediately and replaced with cyan, drV clothing. Do not al tow clothing saturated with suet concrete to remain in contact with skin for any period of time. Res21ratorrr Protection: Avoid actions that cause dust to become airborne. Use kcal or general ventilation to control exposures to below applicable exposure Iirnits. Use N110SH /MSHA- approved (under3O CFR 11) or N10SH- approved (under 42 CPR 84 after July 1e, I998 respirators in poorly ventilated areas, if an applicable exposure limit is exceeded, or when dust causes discomfort or irritation. Ventilation; Use local exhaust or general dilution ventilation to control exposure within applicable limits. Appearance: Odor Threshold: pH (as a solid): Solubility In Water: Vapor Density: Freezing point: Specific Gravity (H2.0= 1.0): CDeff. WaterjOii Dist.; Effects Of Acute_Exp©su re: SECTION 9 — PHYSICAi, AMID CHEMICAL PROPERTIES G ray fluidfhydrauIic mixture Not applicable. Not applicable Not applicable. Not applicable. Not applicable. A.15 Not applicable. Odor. phy5ieal State; PH. Vapor Pressure- 0 oi I i nZ Point: Me ItIng Faint: Evaporation Rate: SECTION 10— TOXICOLOGICAL INFORMATION No distinct odor. Solid (powder ). 12 to 13 Not applicable. Not applicable, (i.e., >1000'C). Not applicable. Not applicable. Wet concrete mixtures can tiry tine skin, cause alkali burns, and irritate the eyes and upper respiratory tract. Ingestion can cause irrltatlon ofthathroat. Effects Of Chromic Exrxosure: Dust from concrete can cause inflarnmationfirritation of the tissue lining the interior of the nose and the cornea (whited of the eye. SECTION 11— ECOLOGICAL INFORMATION Ecotoxicity: ho recognized unusual toxicity to plants and animals. April 2011 Ready WK Concrete Page 5 of 7 MATERIAL SAFETY DATA SHEET SECTION 32 — DISPOSAL CUNSIDERATIONS Dispose of waste material according to local, provincial, state, and federal regulations. Since set concrete is stable, allow material to harden). Dispose in an approved landfill. SECTION 13 — TRANSPORT INFORMATION Hazardous Materials Description: Steady Mix Concrete is not hazardous under the TDG Act proper Shipping Nara e: (Canada) or DOT regulations {USA) Hazard Class: Not applicable. Identification Number: Not applicable. Required Label Text. Not applicable. Hazairdous Substance /Reportable Quantities QF Q): Not applicable. SECTION 14— REGULATORY INFORMATION Status under USDOL -OSHA Hazard COrnmurlisation Mule. 29 C, FR 1910.121tD: Ready Mix Concrete is considered a "hazardous chemical" under this regulation and should be part of any hazard communication program. Status u rider CERCLA/Sunerfund, 40 CFR 117 and 302: Not listed. Hazard Catggory under SABA UJIg III), Sgctians 311 and 31; Ready Mix Concrete qualifies as a "hazardous substar ce" with delayed health effects. Status under SARA iritle 111), Section 313: Notsubjertto reporting requirernents u rider 5ection 313. SECTI0N 15 — REGULATOFRY INF0R MAT ION (CONTINUED) tau n erTSC±4_ {as of May 1997]: Some substances in Ready Mix Concrete are on theTCSA inventory list. Status under the Federal Hazardous 5ulastance Aft: Ready Mix Concrete is a "hazardous substance" subject to statutes promulgated u n der the subject act. Status under[al1#ornia PropDsltIon 6S: This product contains chemicals (trace metals) known to the State of California to cause cancer, birth defects, Or other reproductive hart-,, California law requires the manufacturer to give the above warning in the absence of definitive testing to prove the defined risks do not exist. Status under Canadian_. Env! ronmen $ al Protection Act= Not listed. April 21311 Ready Mix Concrete Page 6 of 7 MATERIAL SAFETY DATA SHEET Status under WFtMIS: Portland cement is considered to be a hazardous material under the Hazardous Products Act as defined by the Controlled Products Regulations and is therefore subject to the labeling and MSDS requirements of the Workplace Hazardous Materials Information System JWHMIS). This product has been classified in accordarxe with the hazardous criteria of the CPR and the PASDS contains all tine information required by the CPR. SECTION 16— OTHER INFORMATLON Other Important Information: Concrete should only be used by knowledgeable persons. Vital to using the product safely requires the user to recognize that pDrtland cement chemically reacts vvitih water and that some of the intermediate products of this reaction, during the setting stage, are the cause of the hazards when handling this product. While the information provided in this material safety data sheet is believed to provide a useful summary of the hazards of ccntr €te, as it is corn monly used, c cannot anticipate and provide all of the informatlon that might be needed in every situation. Inexperienced product users should obtain proper training before using this product. The data furnished in this sheet does not address hazards that may be posed by other materials mixed with concrete. Users should review other relevant materlal safety data sheets before working with concrete or working with products containing portland cement. No representations or warranties with respect to the accuracy or correctness of this information, or of any kind or nature whatsoever are given, made, gar intended by Lattimore Materials Corp. No legal responsibility whatsoever is assumed for this information, or for any injuries or darnages, however caused, which may result from the use of this information. This information is offered solely For informational purposes and is subject to your own independent inv6tigation and verification. April 2011 Ready MiK Concrete Page 7 of 7