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Gateway BP(2.3)-CS020906COPIES DATE NO. DESCRIPTION RE: 44,101zr r it 1(4-7"i -d 2% E t il C v;fri.rr.J -c G S'?. J T 4- e, ri-i i 4 f4.,,, ��,,.�c. DATE 9. C. J Z JOB NO. 0 ATTENTION 1204 a4-..../, 1 RE: 44,101zr r it 1(4-7"i -d JOHN BURNS CONSTRUCTION COMPANY OF TEXAS, INC. 655 E. MAIN ST. P.O. BOX 1117 LEWISVILLE, TEXAS 75067 MAIN 972 434 -6789 FAX 972 221 -8301 TO C r r cry �4Y✓ /�z. GENTLEMEN: WE ARE SENDING YOU QeAttached Under separate cover via Contract Samples 0 Shop drawings Copy of letter COPY TO eel 7 Prints Change order dIEVVr I2 113aag11o111 SIGNED: If enclosures are not as noted, kindly notify us at once. the following items: Specifications THESE ARE TRANSMITTED as checked below: ,7 For approval Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution As requested Returned for corrections Return corrected prints For review and comment Return copies FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US REMARKS Sep 05 02 03:52p eltent: McMahon McMahon Contracting Dew 05 Se p D2 Fro act: Gateway 3 op ,e11. Texts Materials: GH L attimore Mater:air; Company F.C. Sox 556•McKirme 75070-05:'6 (9721221 4646 (9771569 -4fi46 wilt's.' IrCtx CCm McMahon Contracting Inc 9722640008 Cement: ASTM G050, Type Flash ASTM C•618, Class C Coarse Aga.. ASTM C 33. 1 eY4 Crushed Stone Firm Agg' ASTM C -33, Concrete Send Admixtures: ASTM 0 -494, Type A. or D ASTM 0 -260 1 Cubic Yard By Weight SSD Mix No. 838 Strength 2a Days 7000 Air Cement, lbs 410 Fly Ash, tbs 0 C. Agg., Ws 1696 Sand, tbs 1420 Water, Iba 25D WMR, ex 18.8 ASA—qg Id Total ¥Veight 3836 Unit Wt, LC 142,07 WIC Ratio, d 0. Fly Ash, 0 Maximum Temp, deg. 95 Stump, inct:e8 -s Air, entrained 3 -5 Lattimore Ready Mix guarantees the above mix design wilt achieve the specified strength when tested end evaluated In accordance with ASTM C '72, 0 -3i. C -3F and C•94 and when the recommended procedures for placement and curing outlined in ACS 326:38 ere followed. In accordance with ASTM C•94, Lattimore Materials Co. requoste that copies or an strength tests be forwarded to our Quality Control Department. 'Lo No :Js3'•• I v p• Sep 05 02 03:52p Contractor: mole:•`: Le`s>tsry: n Date i 04/23/02 2 04/23/02 3 04/23102 04,_3/02 5 04/23102 6 04/23/02 7 04123/02 8 04/23(02 9 134.23102 10 04. 11 04.23!02 12 04/24/02 13 04/24/02 14 04:24102 15 04/7A107 16 04/24/02 17 04/24/02 18 04/24/02 19 04724102 20 04(24/02 21 04125/02 2.2 04125/02 125 /02 2.3 04,.^..,.� 24 04/25/02 25 04/ 26 04/25/02 27 04(25102 28 04/25/02 29 04/25/02 30 04/29/02 31 0429102 32 0429/02 33 0429/02 34 04/29/02 35 04/29/12 36 05/02/02 37 05/02432 38 05/02/02 39 05/02/02 40 05/02/02 41 05.'02 /02 42 05/02'02 43 0 44 05/02/02 45 0S!02/02 46 05/02/02 47 05/02/02 4s 05 /084/2 Field Test Data €1211 ZYi ikiagon, L61. Re'w' rk A^xcietes Anne, texas Coot Slump Temp ale !o C�4.1 5.25 68 4.60 293 5.25 69 4.50 2840 5.00 77 4.60. 3000 5.00 77 3.30 21:70 4.75 78 3.90 7290 _a, 5.00 77 4.50 2970 4.75 78 3,50 2890 5.25 52 4.20 3340 5.75 82 4.20 33.0 6.00 62 5.00 2630 4.00 82 3.20 2510 4.50 77 4.50 2800 5.00 77 4.00 2740 5.00 77 3380 4 75 77 3.50 1140 6 00 78 4.20 2600 5.00 78 2900 4.50 80 4.10 2980 4.75 80 3.50 7500 4.2.5 52 4.10 2580 5.00 64 2.90 2900 5.511 66 3.20 2710 6.25 64 2.60 2730 5.25 65 3050 5.50 60 3.40 2580 5.00 66 3.30 2690 5.25 77 4.10 2700 6.75 68 4.80 2500 5 .50 70 4.00 3050 4 50 74 3.90 7790 5.25 76 3.9e 2720 5.50 76 4.70 2170 520 77 4.60 2640 5.25 18 7 840 5.00 76 4.20 2620 4.75 86 5.50 5730 5.2 86 5. 3250 4.75 87 5.40 3470 5 00 88 5.50 3000 5.00 84 3.60 3110 5.25 84 4.90 1040 6.00 84 6.20 3150 5.75 83 5.90 3270 4.00 86 5.10 3630 5.25 86 5.60 3770 5.00 76 4.8(1 3250 5.25 52 5.30 2330 5.00 78 4.30 3700 638 Network AssO'Ptex McMahon Contracting Inc 9722640008 p.4 r clix No. Darr Updated: Design Strength f Dats Represents: Slump: 5.34 DAV lal4 a8 s ,y C.0=C0a1 7Avg, C 1.1 2 2930 2340 3000 28 2590 2970 2890 3340 3:+00 2630 2518 2800 2740 3380 3240 2800 2900 2980 2500 2380 1900 2710 2730 3080 2580 2690 2700 2500 3050 2799 2720 2170 2640 28 40 26 1730 3250 3470 3000 3110 3040 3180 3270 3630 3770 325(1 2830 3760 3570 4060 4050 3510 3670 3690 3710 4290 3810 3260 3510 3720 3460 4000 3 960 3670 1930 3720 3150 3320 2640 5750 3470 4090 3290 3570 3600 3350 3790 3720 3600 3530 3570 3790 3307 3470 4000 4570 3690 3970 3960 4090 3970 4330 4460 4030 3550 4520 838 87)16/02 30 psi n Tests Ave, Air% 4.21 3820 3900 7890 3750 3530 3750 3630 422 3760 3370 3450 3540 1590 4100 3820 3590 3900 3800 3150 3320 3690 3620 3590 3790 3410 3580 3550 3540 3970 3740 3600 3420 3170 3550 3390 3620 3800 4370 3660 3890 4120 3660 4050 4440 4200 3740 3780 4 Basis for Selection AC1318, Svnv64b 3.3.2.1 (S -1) Suadst4 De11101446: 359 psi Required Strength r 3521 ps4 Average Strength: 3900 psi 28 Day 25 Puy 56tAvg A. a Rs 3611ev. Rttn.A 3700 250 3700 3930 160 198 3540 3970 3830 160 159 3880 3670 3860 240 181 3820 3600 3730 140 185 3780 3720 3650 60 167 3770 3610 3660 80 157 3750 4260 3860 70 231 3820 3790 3910 50 216 3810 3320 3790 110 257 3760 3500 3540 30 256 3740 3630 3480 1.80 246 3730 3530 3,550 130 242 3720 4050 3740 100 249 3740 3090 3820 140 243 3750 3630 3860 80 237 3740 3920 3810 30 234 3750 3760 3770 80 227 3750 3150 3610 0 260 3720 3320 3410 0 269 3700 3670 3380 50 767 3780 3690 3560 130 255 3700 3530 3630 120 252 3690 3945 3720 300 252 3700 3350 3610 120 256 3690 3500 3620 10 252 3680 35 3500 50 248 3680 3450 3540 190 247 3670 3080 3640 180 246 3680 3730 3690 20 242 3680 3600 3740 0 238 3680 3480 3600 110 237 3670 3370 3480 400 239 3660 3670 3510 260 735 3660 3350 3460 90 238 3650 3550 3450 150 235 3650 3940 3750 120 236 3660 4470 3990 200 268 3680 3680 4830 30 264 3680 3930 4030 BO 264 3690 4040 3880 160 266 3700 3980 3980 230 267 3700 4010 4010 80 268 3710 6390 4130 110 284 3720 4330 4240 260 295 3740 3890 4200 290 292 3740 3670 3960 230 269 3740 4610 4060 180 312 3760 t Sep 05 02 03:53p McMahon Contracting Inc Field T est Data Cuntrsctor: 1101 a Wilkire594, Ltd. Fraix: Nehs0t4: Associates 0lino, Term Loboretory: Hooper Eagiseriiag Carr. 7 Datkei Date Slump Temp Air% Cy1.1 7Avg. 49 05/08/02 4.50 78 4.00 3790 3790 50 05/08/02 5.75 82 4.10 3070 3070 51 05/08/02 5.00 80 4.20 3310 3330 52 05 /08102 500 80 4.211 3560 3540 53 05108/02 5.25 52 1.00 3560 3560 54 05/08/02 5.25 82 4.40 3090 3090 55 05%08/02 4.75 84 4.20 3490 3490 56 05/08/02 5.50 84 3.80 3480 3480 57 05/08/02 5.25 84 430 3460 3460 58 05/08/02 5.50 82 4.60 3330 3310 59 05/15/02 4, 7 0 5.10 3760 3760 60 05(15/)2 5.00 70 4.90 3750 i750 61 05/15/02 5.00 71 4.80 3740 3740 62 05/15/02 5.75 70 5.00 3420 3420 63 05/15/02 5.00 71 4.90 3870 3870 64 05115/02 5.50 71 5.20 3630 3630 65 05115/03 6.00 72 5.60 3070 3070 66 06/03/02 5.00 86 3.50 3380 3360 67 06/03 /02 4.50 85 3.20 3330 3330 68 06103/02 5.25 86 3500 3500 69 06./03/02 5.50 85 4.80 2580 2500 70 06/03/02 6.00 85 5.30 3 €30 3130 71 06/03/02 4.75 56 5,00 3380 3380 72 06/03/02 6.50 86 2750 2750 73 06/03/02 5.50 87 2700 2700 74 06/03102 6.50 79 3.60 2580 25*0 75 06/03/02 5.50 81 3.40 2760 2769 76 06/03/02 7.00 81 3.40 2700 2700 77 06/03/02 5.50 82 3.60 2900 2990 78 06/11/02 5.75 90 3.00 3190 3190 79 06/11/02 5.50 8: 3.40 3490 3490 80 06/11/02 5 50 89 3570 3520 81 06/11/02 5 50 88 4.00 3170 3170 82 06/11,/02 6.50 87 490 2960 2960 83 06/11102 4.50 86 4.60 3330 3330 54 06/11/02 4.25 82 3.00 3230 3230 85 06/11/02 6.00 84 2.00 2670 2670 86 06/11/02 600 85 2.60 2840 2940 87 06/11/02 5.50 86 3.00 2810 2910 88 06/11 /02 5.75 84 3.00 2500 2500 89 06/11/02 5.00 85 3.20 3010 3010 836 644eeritt. Assor.atn 4Eta Updated: Design Strength 3sta °ep ez:;ttt: Avg. Slump: 531 Mil No. 838 07/16/02 3000 p41 89 YrseS Avg. Air% 4.21 9722640008 1 Basis for Selection ACI 318. Sec6ou 5.3.2.1 (5 -1) St. adard rrvicti�u: Re4eueed Strength ry Average Sure*: 389 psi 3521 psi 3900 psi 2 4 DRY Cuero sine 2tr0t20k Dots 28 Day 18 D0y Cy1.1 C42 Stan Avg./3 R*oge SiLDev. zwi.Avg. 4480 4730 46)0 4300 250 332 3780 13940 3930 3940 4390 10 330 3780 4230 4170 4200 4250 60 332 3790 4640 4570 4610 4250 70 348 3000 4430 4500 4470 4430 70 356 3820 4410 4490 4450 4510 80 363 3830 4610 4670 4640 4520 60 376 3 3840 4500 4440 4470 4520 60 382 3850 4370 4430 4400 4500 60 386 3860 4510 4620 4570 4480 110 393 3970 4300 4340 4320 4430 40 394 3880 4260 4070 4170 4350 190 393 3890 4440 4550 4500 4330 110 397 3900 4110 4060 4090 4250 50 395 3900 4350 4440 4300 4300 290 395 3910 4180 4300 4240 4210 120 394 3910 4010 3960 3990 4100 50 391 3910 4080 4120 4100 4110 40 388 3920 4290 4250 4270 4120 40 385 3929 4290 4580 4440 4270 290 390 3930 4340 4450 4400 4370 110 391 3940 3880 3890 3840 4240 10 389 3940 4120 4040 4090 4120 80 386 3940 3300 3330 3320 3760 30 390 3930 3760 3470 3620 3610 290 389 3920 3310 3390 3350 3430 80 392 3920 3600 3390 3500 3490 210 393 3910 3220 3390 3300 3380 160 396 3900 3670 3591 3630 3490 80 395 3900 4240 4090 4170 3700 150 393 3900 4200 4100 4150 3900 100 392 3910 4160 4350 4260 4190 190 391 3910 4220 4300 4260 4220 80 391 3910 4040 3860 3950 4160 180 386 3920 4180 4390 4290 4170 210 388 3920 4090 3900 40(30 4000 190 386 3920 3250 3570 3410 3900 320 388 3910 3780 3620 3700 3700 160 386 3910 3460 3430 3450 3520 30 387 3910 3410 3160 3290 3480 150 390 3900 3620 3720 3670 3470 100 389 3900 2 p -5 Sep 05 02 03:53p /lenj McMahon Contracting Inc 9722640008 Eilerbee- Walczak, Inc. CONSTRUCTION MATERIALS TESrING REPORT NO: 11402- 3763coa99 REPORT OF; Analysis of Coarse Aggregate FOR Lattimore Materials PRO3ECT: Various Projects DATE: 7/8/02 METHOD ASTM C33, C117, C127 D75 MATERIAL SOL3°R.CE: SarirtgtOwn 1" Al .SPECIFICATIONS SIEVE PERCENT PERCENT SIZE PASSING PASSING 1I /2" WO 100 1" 96.1 95-100 1/2" 49.2 25 -60 P4 5.1 0 -10 #8 1.3 0 -5 DRY KODDED UNIT WEIGHT 92.6 P,C.F. SPECIFIC GRAVITY 2.42 MINUS 3O0 1,0% ASSOR8TION 1.6 CA. LI 1- Curtis W. Hawk, C.E.T. 6900 So. Freeway. Suite A-1 Fort Worth. lexcu 76 Office (817) 293 -0111 Fax (817) 293.5644 p.6 Sep 05 02 03:54p 1imi McMahon Contracting Inc 9722640008 Ellerbee- Walczak Inc. CONSTRUCTION MATERIALS TESTING REPORT NO: l.MO2- 3762fiagg REPORT OF Analysis of Fine Aggregate FOR Lattimore Materials PROJECT: Various Projects DATE: 7/8/02 METHOD: ASTM C33, C117, C128, 075, 02419 MATERIAL SOURCE: Denton Wend Spec. Sand SPECIFICATIONS SIEVE PERCENT PERCENT SIZE PASSING PASSIN 318 100 100 #4 97 95-100 8 83.8 80 -100 #16 73.8 50 -85 #30 59.1 25 -60 #50 29.3 5 -30 #100 5.7 0 -10 FINENESS MODULUS 2.51 SPECIFIC GP.AVITY 2.63 MINUS 200 2.4% DRY RODDED UNIT WEIGHT 113.1 ABSORB-1'10N 0.4% Curtis IN,Kawk, C.E.T. 6900 S. Freeway, Suite A -1 Fort Worm, Texas 76134 ()Nice (817) 293 -0111 Fax (817) 293 -5644 p. 7 TYP,CAL OA TA fOA fii$A ALA -13- ASTM £XRTA9CA C X260 Air Entraining Admixtures COLOR Brown SPECIFIC GRAVITY gM,t 1 02 s 0.02 PH 58 CHLORIDES c 0 1 Sep 05 02 03:54p DESCRIPTION Sind AEA -15 aumixture is a iiguid 6olu- eonoi<Oncennaledorgahicmaterials It has been 1pr rluiated ano mar crured soecificfi!y 10 provide stably and bre. diCable air contents in concrete. with unifo;rn a :r bc bOle spacing thre;ugnout the concrete ..mans Sika AFA •15 cleats trte requirements of ASTM C 260 for a!r entraining admixture. and AASHTO N -1SA APPLICATIONS S ka AEA -15 car be used whenever all enttamed concrete Is desired. ?wady• min, precast ano block producers can all achieve optimum entrained air con. l en1S even where harsh mines are used cr 4-ash is added l0 me mix AC.VAN I AGES AP env ainmaertt is retngnize0 aS !'!e most Off a ctive oreyent!Ilrt Against cm Crete scaling ul ex006ei environments Ai+ eribained conciete detrvers oaiticu- lar opnefirS in 'he form of mcrvased concrete dutab:3y This is :important in COIOer Climates where frost arid 1reeze- tnawcycles can cause scaling and dam. age to thoccncrele 6Urlace Air Entraining e.genls help In prevent scaing by creating millions of micro- scope an voids. allowing water trapped rn trio concrete Idex p and when Hie ttimt_rele freeze' ch1a:1rPVer!in2,V8. uSCi natural ca pans ton Entrained air voids in Inc concrete will also eh reese durability in hat she tvuournents where concrete is exposed to Oolong Sak6, marine salts and sultales Wei keuugy and placeabiiity ate also im-. proved by ;he lubricating action of the microscopic bubbles In me concrete Concrete will flow better. and bleeding and shrinkage wit/ be reduced bstaUSe less water is %needed 10 c,btain the deStr wnrkabiilty McMahon Contracting Inc 9722640008 p. Sika AEA -15 Air Entraining Admixture HOW TO USE DOSAGE Addition rases enh vary depend rig On the al COMent regw'ed for a party War protect Typically air contents will be specified in the range of 4 to 6 percent by volume. Other factors rhal may affect the amount of a!r entrained info the concrele include, but ar e not hinted t0. cenlenlconlenl andtype. sand gradation, temperature aria water content Sika recommends that trial mixes be tested whenever material or any other cnangos are made that .'nay affect the amount Or entrained an Dosage tales lrn $rka AAA -15 wit! typl- callylallbetween1!a and 1 t1 cz 1'00 is 1' 65 mV100 kg) of cement to entrain between 4 end 6 percent air Higher am contents may be obtained by increasing the dosage late Combination with olhet admiatuies, !tar bcular!ywaterreducersa r etarders. will tend Io increase the amount of entrained air in the mix Ali should becrtecked withan air-meter after balchurg and dosage cdlUStm'e' s made el the coocreta plant AfAWtia vied euie the required quantity per batch manually or with A: !omeaic. dispenser equipment Add Sika AEA -15 to mixing water or sand. Do nut nix with dry ce- ment r. carmen used m cannot nation with other adreimui es, care must be rake- to dis pense each admixture separately into the mix PACKAGING Si' a AEA. Supplier; in 55 ge:lon (209 liter) Grunts and bulk delivery STORAGE AND SHELF LIFE 5- a AEA.15 snood be stored at above 35`F (!'C) It trozen thaw and agirats t. ?o:oughly rp rr ?yarn ;o irs normal state before use Shelf Ida when slOred in dry warehouse conditions between 50•F and 60 (10 27`0)is 1 yeas minimum Sit in+ rid eye unrarlt avoid contact Meuse of !WOSH/MSHA d pp!oved reap +lalci. cafyh' goggle% and ttO 00, g r o c C rnmended Avoid breathing orOduct Use with adequate ventilation. Remove con terninatedciolhnrg FIRST A1U Watch skin with soap ano water. In case at eye contact, flush wan water for 15 fr.r. contacte physician V.asncloth- ing beforp &s CLEAN UP' Cortaro and contact wltri absorbent ma- terrAl Ois•. ••1 !n ZCSCeda-'x^ with local stale andtedetatre,gulaflons 1!97 Sep 05 02 03:54p McMahon Contracting Inc DESCRIPTION Plasteerere 161 ,s A nnlyMPr -logo- waler- reiii:ninJ aj•- ;,ire PIR Inflo A IFit contains no chlorides PIastocre•e 161 —teeny the requiremPnts e ASTM C -494 .ea.andAASHTOM' aif Type A APPt ('CATIONS p1s !ccrcte 1511srecc. :.mended for -ae in all aoolicahnns where high quality concrete. with S u•orlpr wnrkahihry and norms! selling limes is required HOW IT WORKS Plastocrale 151 water reducing admix.. Lure provides an economical and highly effective means of reducing the amount of mixing water rno,tir cello prndtrce Con- crete of a certain slump by acting as a dispersant for the Cement particles in the mix Through this dispersing action more of Me Sviiace Wee of file cement particles is available !or eery hydration The mere cement particles hydrated by contact with he mixing water. the Greater the compressive strength of the concrete. ADVANTAGES PI?slocrele 161 ie formulated es a hype A water reducer to allow 7 10% water reduction ax.y maximize the benefits of increased hydration in both the hard- ened and plastic states BENEFITS Reduced water content required to achieve creamed stump, increases compressive and flexural strengths and allows the use of more economi- cal mixes. Improved paste quality makes con- crete easier to pump end finish Piastocrete 161 Water Reducing Admixture (Type A) Co■sr6lenrngrml 'Se!Unfrrhesth:]u'gh. nut the •ecommanIPel dosage Lower water cement ratios nrovrda decreased permeabrli!y:tind.in dossed dtirandiry Combination with other Admixture*: PlestcC fete 161 w orks effectively ry 1. single admixture or in Cvn'bi etion with other admaaluTSm the a Sys!em When au entrained concrete is spee Sika recnrnmendS the Rent sly a air enlreinrng agents HOW-TO DOSAGE addition rates o!3.6 nL7,I1001b9 (195 390 m1 /100 kg) of cement are reCO'n- rnen dad for gene ral concx rive aCplrcati0'16 where normal setting characteristics are desired. MIXING P!astocrele.15 isadOed at the concrete plant Measure requiledouanntyma!uraily or by automated dispenser Add into the Brand aLthe weigh dapper or into the water 'fine at the batch C lent When used in combination with other ad- mixtures care must be taken to dispense each admixture separately into the mix. Inc notmix with dry cement T1 PICAi 'PA rA FOR Pr .AS TOCRFJF -1el ASTiM CERTIFICATION ASTM C 494 Type A COLOR pH Brown SPECIFIC GRAVITY p/mI 1.17 0.05 >8 CHLORIDES 1 <0.1 /eebttuuua PACKAGING PIagl Bret 161 is supo:ied in 55 pa!!on (ze liter! Cr .111f and hulk claw—one STORAGE AND-SHELF-LIFE P'astor:fe!e' 61 should h" shred al above 35 -r (.'C; if rr;;,en maw and agitate thoruugh Iv to return to nor mai state before use Shot lite rime.n store_' in Cry warehouse. c ondnions between 50 0 r and 80 °F (10•C 77 °C) it: One ye. mgo -irr im CAUTJCW Skinand eye irate nt. avoid contact The use Of N!OSHIMSHA approved respirator safety goggles and rubber g!.oves is roc ommendod. Avoid breathing product Use with adequate v ent i lation Ranpve Cpn- tammdtedctothing FIRSTA/D Waeh skin with soap end water in case 01 eyecOntact, tfu6n with water for 15 re mutes; conlaCl a pnyaiclan. Wash CIOtM before re -i ISp CLEAN W Contain andcollect with absorbent mate nal risposeotin accordance with, otart state and federal regulations 1197 Sep 05 02 03:57p DESCRIPTION Pied. mere ,s water- redUn and 'e- tardarq adrniinure Plastiment contains no calcium chionde or any Other inl en ticnatty aaded chlorides P'ashrnent meets the recuiremenlS of STM C. AO& Types f? and D and AASHT O M194 Types B. and D APPLICATIONS L'!3ii1 -e isrecpmmender_tfnr use..ti.en- ever high quar!ity concrete with predict- able and controlled set times rs desired Use in i(arwur k and rhOrizontai or vertical shptorm placements where a SUper!dr surface finish is moiled. ADVANTAGES Plastiment is highly effective in hot weather concreting to offset the accel- erating effects of nigh emn:ent tempera- tures by contrOiling the heal of hydra- tion Concrete wnrkabillty is enhanced and a Superior surface finish isobtalned REII rS o In roast.; Concrete. pours P!astlmenl rentrols ternpenshva rine nod red uCeS the rISk of thermal cracking Initial set times are delayed. allowing time for proper placement and finish. mg without cold !oats in hot weather conditions. Plastiment increase SCOncrete density and deliver increased early and ulti- mate. compressive and flexural strengths McMahon Lontraccing Irr Plastiment Wafer Reducing and Retarding Admixture (Types B 0) For fretwork app!+carrons P!astiment acts as a finishing aid. workahihty is improved. bleeding is controlled and a superior surface finish is obtained a Lower water cement ratios CrC ='ice decreased permeebility and increased durnbi :ity Combination with Other Admixtures: Plasliment works eftectively as a single admixture or in combination with other admixtures in the Sika System How TQ.USE DOSAGE Addition rates of 2 4 ti. 02 1 Ibs (130 -2130 m1/100 lip) cement are rec- ommended for general concrete applica- tions Where extended retardation i5 rewired dosage maybe increased. New contact your local Site ReOresenlabve for Intormation and assistance MIXING Add P!astreent at the concrete plant. MPGSiire required quantity manivalry or by automated dispenser. Add into the sand at the weigh hopper or Into the water fine at the belch plant. When used in combination with other admixtures. rare must tie taken to die penso each admixture separately IMO the mix Do not mix wdn dry cement. J ILLV TV V PACKACrNG Plastiment is supplied rn 55 Qanon (208 titer) d'ums and bulk delivery STORA EANOSHFLF Ptastimert triculd be s1_red a! above 30 °F (-PC) (1 tloz en thaw and agitate thoroughly to return In ndrma! State before use Shell lite when stored in dry warehouse condVions between 50'F and B0 1 (10C- 27 is One year minimum 519: —Sr. kr and eye irritant; avoid contact The use of NIOSH/MSHA approved respIr ror. safety goggles and wbber gloves is recommended. Avoid bteathing product Use with adequate ventilation. Ner^ove COntaminated clothing RIM? ANO Wash Skin with soap and water. In case of ey6 contact, fkah with water fob 15 mottles: contact aphystc!an. Washcloth ng before re -use CLEANUP Contain and collect with aback bent mate- rial Dispose cfin aCenrdance wan boC b, state and lederalregulations TYPICAL DATA £CR et_ A S_TIhMEN T. ASTM CERfP,CRT/ON ASTMC- 494 Types B end° COLOR Yellow /Green SPECIFIC GRAVITYfemr 1 1 o :.7 5