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Asbury Manor-LR 971107il/07/1997 12:41 9725694644 LATTIHORE FRONT PAGE 02 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (972) 569-4646 (972) 221-4646 Client: MB Structures Date: 07-Nov-97 Project: Asbury Coppeil, Texas Materials; Cement: Type 1, ASTM C-150, Texas-LeHigh Cement Flyash' ASTM C-518. Class C, Holnarn Coarse Agg ' ASTM C-33.1% #4 Lattimore Crushed Stone Fine Agg. ASTM C-33. Lattimore Concrete Sand Admixtures. ASTM C-494, Sika ASTM C-280, Sika I Cubic Yard By Weight - SSD Mix No. 38 42 Strength ~ 28 Days 3000 4000 Air Air Cement, lbs 470 564 Fly Ash, lbs 0 0 C. Agg,, lbs 1850 1850 Sand, lbs 1437 1332 Water, lbs 227 237 W/R, oz 18.8 22 6 Total Weight 3984 3983 Unit Wt, #1CF 147.56 147.52 WlC Ratio, # # 0.48 0.42 Fly Ash, % 0 0 Maximum Temp, deg. 95 95 Slump, inches 3-5 3-5 Air, % entrained 3-5 3-5 * Admixture dosage subject to adjustment as needed (ASTM C-94, Note 7) ** Air content per recommendations of ASTM C-94.7 (Table 3) Lattimore Ready Mix guarantees the above mix design will achieve the specified strength when tested and evaluated In accordance with ASTM C-172, C-31, C-39 and C.94 and when the recommended procedures for placement and curing outlined In ACl 3051306 are followed. In accordance with ASTM C-94, Lattimore Materials Co. requests that copies of all strength test~ be forwarded to our Quality Control Department. GH 11/87/1997 12:41 972569464~ L~TTIHORE FRONT PAGE 83 LATTIMORE MATERIALS COMPANY P.O, BOX 556 McKINNEY. TEXAS 75070-0556 (214) 569-4646 (214)-221-4646 CONTRACTOR: Rogers-O'Orlen Construction Co. MIX NO.: 38 LABORATORY: HBC Engineering PROJECT: Royal Tech 14 DESIGN STRENGTH: 3000 Irving, Texas 7-28 Date Slump Air Tamp 7 Day 7 Day Arq. 28 Day 28 Day. Avg. Arq J3 Range Gain I 17-Jul-97 9.0{) 90 2950 ' 2930 3660 3720 "3690 ~0 1.26 2 17-Jul-97 5,00 89 3200 3200 3930 4070 4000 140 1.25 3 17-Jul-97 5.00 91 3640 3640 4460 4590 4525 4072 130 1.24 4 17-Jul-97 5.50 89 3300 3300 3730 3980 3855 4127 250 ~, 17 5 17-Jul-97 6.00 3.§ 84 2910 2910 3850 3970 3910 4097 120 1.34 6 17-Jut-97 5.50 4.2 88 3220 3220 3710 3710 3710 38;~5 0 ~i.15 7 17-Jui-97 6.00 4.2 87 2620 2620 3350 3220 3285 3635 130 1.25 8 22-Jul-97 5.50 5.0 88 2930 2850 2890 3410 3660 3535 3510 250 1.22 9 22-Ju1-97 5.75 5.0 91 3190 2870 3030 3690 3730 3710 3510 40 1.22 I0 22-Jul-97 6.00 4,0 90 2840 2810 2825 4080 4240 4160 3802 160 1.47 11 22-Jul-97 6.50 5.5 92 3370 3060 3215 3700 3770 3735 3868 70 1.16 12 22-Jul-97 5.50 5.0 91 2830 2940 2885 3570 3780 3675 3857 210 1.27 13 22-Jul-97 5.50 5.0 92 3250 3200 3225 3840 3950 3895 3768 110 1.21 14 22-Jul-97 6.00 5.0 93 2680 2540 2610 3300 3460 3380 3850 160 1.30 15 24-Jul-97 5.25 4.3 90 3170 3170 3780 3660 3720 3665 120 1.17 16 24-Jul-97 5.25 4.4 88 3570 3570 4180 4060 4120 3740 120 1.15 17 24-Jul-97 7.50 4.6 88 2920 2920 3740 3770 3755 3865 30 1.29 18 24-Jul-97 6.00 95 3230 3230 3900 3960 3930 3935 60 1.22 19 24-Jul-97 5.50 4.4 92 3440 3440 4110 3990 4050 391:~ 120 1.18 20 24-Ju1-97 6.50 4.3 93 2840 2840 3700 3710 3705 3895 ~i0 1.30 5.94 4.6 90 3084 3817 115 1.24 STD. DEV. 278 MOD. DEV. 301 ACI 318-5.3,1,2 REQUIREMENTS: (5.1) t'cr -- f'c + 1.34s 3403 (5.2) fcr = t"c * 2.33s - 500 3201 $~/~7/~7 $~;45 ~7~6~4644 LATTIMORE FRONZ PAGE 84 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (214) 569-~646 (214)-221-4646 CONTI~I~CTOR: HCB Contra~om MIX NO.: 42 LABORATORY: HBO Engineering PROJECT: F~itsu Proje~ C DESIGN STRENGTH: 4000 Richa~son, Texas 7-28 Date Slump Air Temp 7 Day 7 D,,y .~v,. 28 Day_ 28 Day Av,. Ay../3 Ran.e Gain 1 10-Mar-97 6.00 6 9 68 3220 34~0 ~¢{)~ 39-~'" 4200 4095 210 1.28 2 10-Ma~97 5.00 3.6 74 3900 3860 3880 5250 5370 5310 120 1.37 3 11-Ma~97 5.00 4.5 74 3520 3370 3445 4850 5020 4935 4780 170 1.43 4 11.Mar-97 5,00 3.0 70 3810 3690 3750 5130 5210 5170 5138 80 !.38 5 12.Ma~97 4.50 6.1 65 5280 5070 5175 6280 6340 6310 5472 60 1.22 6 17-Mar-97 4.50 3 8 72 4200 4110 4155 5810 5990 5900 5793 180 !.42 7 17-Mar-97 § 00 3.7 72 4190 4080 4135 5420 5500 5460 5890 80 1.32 8 18-Mar-97 4.50 4.6 71 4600 4500 4550 5570 5770 5670 5677 200 1.25 9 18-Ma>97 5.00 3.7 69 4210 4170 4190 5650 5610 5630 5587 40 1.34 10 19-Ma>97 4.50 4.0 52 4300 4160 4230 5390 5490 5440 5580 100 1,29 11 19-Ma~97 5.00 4 3 53 4880 4720 4800 6010 6150 6080 5717 140 1,27 12 19-Mar-97 5.50 4 9 54 4280 4250 4265 5710 5540 5625 5715 170 1,32 13 1g-Mar-97 5.00 4.3 64 4280 4140 4210 0010 5820 5915 5873 190 1.40 !4 20-Me~97 5.00 4.3 64 4230 4060 4145 5420 5510 5465 5668 90 1.32 15 21-Mar-97 5 00 3.4 85 4260 4330 4295 5630 5790 5710 5697 160 1.33 16 24-Mar-97 4.50 4.2 78 4330 4140 4235 5350 5520 5435 5537 170 1.28 17 25-Ma~97 4.50 4.0 60 4440 4350 4395 5750 5850 5800 5648 100 1,32 18 26-Ma~97 5.00 3.4 73 4040 3970 4005 4500 4510 4505 5247 10 1.12 19 27-Mar~7 4.00 4.2 74 3710 3670 3690 5060 4800 4930 5078 260 1.34 Z0 28-Ma.97 5,00 3.4 73 3580 3580 5150 5370 5260 4898 220 1.47 21 31-Mar-97 ~.00 4.2 71 4250 4290 4270 5520 5660 5590 5260 140 1,31 22 01-~ )~97 4.00 5.9 68 3910 3830 3870 5000 5200 5100 5317 200 1_32 23 02.~ )r-97 4.50 3.5 69 3750 3710 3730 5380 5280 5330 5340 100 t.43 24 03-A~>~97 5.00 4.2 79 4210 4170 4190 5910 5820 5865 5432 90 1.40 25 07-A:~97 4.50 3.6 73 4110 4070 4090 4780 4850 4815 5337 70 1.18 26 08-A )r-97 5.00 5.0 74 3640 3690 3665 5020 4970 4995 5225 50 1.36 27 09-A~97 4.00 4.3 68 4630 4480 4555 5630 5820 5725 5178 190 1.26 28 09-A~r-97 5 00 4.7 69 4120 4080 4100 5690 5260 5475 5398 430 1.34 29 10-A3r-97 4,50 3.9 79 4320 4470 4395 5790 5670 5730 5643 120 1.30 30 14-A)r-97 4.00 3.5 64 4260 4140 4200 5780 5660 5720 5642 120 1 36 31 14-A ~97 5.00 3,8 75 4060 3990 4025 5720 5890 5805 5752 170 1.44 32 15-A ~97 4 00 4.0 76 4730 4630 4680 6060 6240 6150 5892 180 1.31 33 15-A~r-97 3.00 74 4870 4790 4830 5920 6010 5965 5973 90 1.23 34 16-A ~r-97 4.50 3 4 76 4290 4170 4230 5080 4970 5025 5713 110 1,19 35 17.A )~97 5,00 3.5 77 3790 3730 3760 5270 5160 5215 5402 110 1.39 36 18-A )~97 4.50 4.0 73 4560 4270 4415 5920 6060 5990 5410 140 1.36 37 21-A ~r-97 5.00 4.4 86 3750 3640 3695 5030 5080 5055 5420 50 1.37 38 21-A ~97 5.00 4.0 85 3080 3060 3070 3920 4050 3985 5010 130 1.30 39 22-A )r.97 5.00 3.6 75 3830 3690 3760 5780 5440 5810 4883 340 1.49 40 25-Apr-97 4 00 65 5350 5170 5260 5710 5780 5745 5113 70 1.09 41 28-Apr-97 4.00 4.2 71 3160 3000 3080 4090 4280 4185 5180 190 1.36 42 29-Ap~97 6.00 5.1 77 3840 3960 3900 4700 4890 4795 4908 190 1.23 43 30-Ap~97 5 00 4,5 78 4010 3960 3985 5150 4880 5015 4685 270 1.26 44 30-Apr-97 4 50 4.0 78 4200 4220 4210 5350 5230 5290 5033 120 1.26 45 01-Maw97 4.00 3.8 77 4810 4670 4740 5510 5530 5520 5275 20 1.16 46 05-May-97 4,00 84 4400 4290 4345 5360 5600 5480 5430 240 I.~6 47 06-Ma~97 4.00 3 8 84 3300 3190 3~45 3970 4080 4025 5008 110 1.24 48 07-May-97 4.00 3,8 76 3050 3120 3085 3800 3990 3895 4467 190 1.26 49 12-May-97 5.00 4.0 83 4150 4050 4100 5130 5210 5170 4363 80 1.26 50 13-May-97 5.00 4.0 83 3130 3210 3170 4160 4140 4150 4405 20 1.31 51 15-May-97 4.50 4 9 79 3340 3190 3265 4410 4210 4310 4543 200 !.32 52 16-May-97 4.50 5 0 81 3560 3420 3490 4550 4490 4520 4327 60 1.30 53 02-Jun-97 5 00 4.8 80 4070 4010 4040 5160 5050 5105 4645 110 1.26 54 02-Jun-97 5.00 5.0 80 4170 4190 4180 4780 4770 4775 4800 10 1.14 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (214) 569-4646 (214)-221-4646 CONTRACTOR: HCB Contramom MIX NO.: 42 LABORATORY: HBO Engineering PROJECT: F~itsu Proje~ C DESIGN STRENGTH: 4000 Richa~son, Texas 7-28 Date Slump Air Temp. 7 Day 7 Day~. 28 Day 28 Day Avg. ~vg.13 Ranqe Gain 55 02-Jun-97 5.~ 4.3 82 ' 4220 4160 ~90 5220 5260 ~240 5040 40 1.25 56 02-Jun-97 5.00 5.2 82 4290 4260 4275 5150 5030 5090 5035 120 1.19 57 02-Jun-97 5,00 5.0 82 3850 3570 3710 4550 4690 4620 4983 140 1,25 58 02-Jun-97 5.50 5_4 83 3790 3730 3760 4§20 4660 4640 4783 40 1.23 59 02-Jun-97 5.50 5.0 84 3630 3550 3590 4570 4540 4555 4605 30 1.27 60 02-Jun-97 5.00 5.2 84 390O 4010 3955 5030 5160 5095 4763 130 1.29 61 02-Jun-97 5.00 3.9 84 3930 4020 3975 4870 5010 4940 4863 140 1.24 62 02-Jun-97 4.50 4.3 84 4410 4430 4420 5260 5170 5215 5083 90 1.18 63 02-Jun-g7 5.50 3.5 84 4170 4070 4120 4740 4880 4810 4988 140 1.17 64 02-Jun-97 6.00 4.0 84 4240 4120 4180 5320 5110 5215 5080 210 1.25 65 02-Jun-97 5,00 5.0 85 3440 3070 3255 4350 ~0 4395 4807 90 1,35 4.77 4,3 75 4021 5194 133 1.30 STD. DEV. 580 ACI 318-5.3.1.2 REQUIREMENTS: (5.1) fcr ~ ¢c + 1.345 4777 (5.2) fcr ~ ~c + 2.33s - 500 4851 ATC Associat¢s. Inc. 11356 Mathis PROJECT INSPECTION Dallas, Texas 75229 REPORT 972/556-2204 PROJECT: Lattimore - Aggregate Testing Job No.: 25-02-96-00559.41A CLIENT: Lattunore Materials Date: 08-18-97 REMARI~: Sample: # 585 - 1' Bridgeport Aggregate Sieve Aualy~ Test Method (ASTM C-136) · .. . '-: .:..:.- .[':.:.-:;. .::.:' :.. ..:~ ..... .:..: 1" 97.3 ' 95-100 1/'2' 59.4 25-60 #4 ~ 9.6 0-10 · Spectlfc Gravit~ (AS'tM C-127) Saturated Surface Dry 2.68 Bulk 2.67 Absorption (%) 0.71 _ u,,it wei~t. Dry Rodaed (nSr~I C.29) L urn, Weighs .CP~0 Average of 3 I to4.6 I Dee. ant (%). I ~ Pas$i-~ ~2oo_ si~e .-t o.1 ! ATE REPRF_~I~NTATIV'E: J. Thompson ~ ~ report rcpr~ only the O'~nals ~s~xi ars] may or ro~y nm~erials. Tt~ report gh~ll eot bg rgpro~lc, cd cxc. q:~ in ira cr~ a.qd with thc e.~ra'eaa written aerrt~sion of ATC At, soclate, linc. Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OF ANALYSIS OF CONCRETE AGGRFRATES CLIENT: Lat'timore Materials Co. DATE: 29 Octobe¢ 1997 PROJECT: General Use SAMPLES: Submitted to Hooper Engineering Laboratories, Inc. on 10/29/97 by Lattimore Materials Co, SUPPLIER: Trinity RETAINED ON NATURAL SAND ASTM C33 SIEVE SIZE 0 - #4 REQUIREMENTS 1-1/2' 1" 3/4" 1/2' 3/8" 0% 0 No. 4 3 0-5 NO. 8 15 0 - 20 No. 16 31 1,5 - 50 No. 30 45 40 - 75 No. 50 76 70 - 90 No. 100 97 90 - 98 FINENESS MODULUS 2.67 2.30 to 3.10 SPECIFIC GRAVITY 2.60 FINER THAN NO, 200 SIEVE 2.3% 5.0% Max. DRY RODDED WEIGHT, PCF 108.3 DISTRIBUTION: (2) Latt~more Materials Co.. Curtis Lee 11/07/1997 12:41 972559,~644 LATT~MORF FRONT PAGE .' ~: ~ ~ ~. __~_ ~ .... ~ ~...~-- , ~~. %' ~ < .. ~ ~ ' "' ~-"-"- Air Enlr~inln9 DESCRIPTION admixtures, care must be taken to dis- S~ka AHA-15 admixture ~s a liquid aclu- HO I,~/TO ~JSE pense each admixture separately intothe tio~ of concentrated organic materials. It mix. has been formulated and manufactured DOSAGE specihcal!y to provide stable and pre- Addltlonrateswillva.,ydependingon lheair PACKAGING d~otable alt contents ~n concrete, with content required for a particular project. Sika AEA-15 is supplied in 55 gallon (208 uniform air bubble spacing thrOughout Typicallyaircontentswillbespecifiedinthe liter) drums and bulk delivery. the Concrete matrix, range of 4tO 8 percent byvolume. Other factors that may affect the amount of air STORAGEANDSHELFLIFE $~ka AEA-15 meets [he requirements of entrained into the concrete Include, butare Sika AHA-15 should be stored at above ASTMC-260forair entraining admixtures nothmitedto, cementcontentandtype, sa~d 35°F (2°C). If frozen, thaw and agitate and A. ASHTOM-154 cjradatioc.,temperalurdandwatercontenl, thorobghly to return to its norma! s!e!e Sika recommend~ that trial mixes be !eared before use. APPLICA 7'IONS whenever material Or any other changes Slka AEA-15 can be used whenever a~r are made that may affect the amount of Shelf life when stored in dry warehouse entrained concrete is desired. Ready- entrained air. cond~tionsbelvveen50°Fanda0"F(10°C- mix, precast and b~ock producers can 27"C) ~s I year minimum. all achieve optimum entraLned air con- Dosage rates for Sika AEA-!5 will typic tents, even where harsh mixes ere used Cally fail between 1/4 and 1 fl. oz./100 lbs. CA U TION or fly-ash is added to the mix. (16 - 65 mi/100 kg) Of cement to entrain .. between 4 and 6 percent air. Higher air Skin and eye Irritant: Avoid contact. The use ADVANTAGES contents may beobtained by increasing of NIOSH/MSHA approved respirator, Air entrainment is recognized as the the dosage rate. safety goggles and rubber gloves is rec- most effective prevention against con- crete scaling in exposed environments. Combination with Other admixtures, par- ommended. Avoid breathing product. Use A;r entrained concrete de~ivers partiCU- ticulady water reducers and retarders, will 'with adequate ventilation. Remove con- lar benefits in the form O! increased tendtoincreasetheamountofentraiqec~air taminatedclothing. concrete durab;iity. Th~s is ,mportant in ir. them~x. Aircontentsshouid bechecked FIRSTAID colder climates where frost and freeze- withan air-meterafter batch~ngand dosage Wash skin with soap and water In case th aw cycles can cause scaling an d dam- adjustments made at the concrete p:ant. age to the concrete surlace, of eye contact, flush with water for 15 MIXING minutes; contact a physician. Wash clOth- Air enlram,ng agents he~p to prevent Measure the required quantity per batch lng before re-ua~. scaling by creating millions cf micro- manually Or with automatic disoenser CLEAN UP scopic a!,vo,ds, allowing water !,upped in equipment. Add Sika AhA-15 to mixing Contain and collect-with absorbent theconcretet°expandwhenthec°ncrete water or sand. Do not mix with dry ce- terial. Dispose of ,n accordance with freezes, thus preventing cracks caused by ment. When used in combination with other natural expansion. Entrained air voids In local, state and federal regulations. the concrete wilt also increase durabil~ ~n harsh environments where concrete is exposedtode~cingsalts, maHresaitsand TYi~ICAL DA T.4 FOI7 $1K,5 AhA. 15 sulfates. Workabd~ty and placeab:lity are also ~m- ASTM CERTIFICATION C-260 A~r Entraining Admixtures proved by the Ibbr;catng achon of the COLOR Brown i microscopic bubbles m the concrete. Concrete will flow better, and bleeding and shrinkage will be reduced because SPECIFIC GRAVITYg/rnl ~ .02 -~ 0.02 _ les8 water is needed tO obtain the desired workability, pH > B CHLORIDES % < 0 1 ],~/'{)7/],~7 1~: 41 8725694644 L~TTINORE FRONT PAGE 09 .......... ? ..... - . '.~c..' .." . . .".~" ." :'-..-:L ~. ~'~'.~:5~:-~ . .-. :.' .,. ::: .... .., ......~ ,'~:.. ~? -,.?.' ..... :.. ....... =:..>... :..... ~.,. _, .... ..... .... . ........ .., .... i5.,...,,.': .... :.........,=.,:'--, ..... .-=<,:-::. '=',-.-.... "' := ~: ~ ~Water Reducing Adml~um ~ype A) DESCRIPTION · Conslstent r~ormal setting t~mes through- PAClC4GING P!astocrete 16! is a polymer-type water- out the recommended dosage. Plestocrete 161 is suppl~ed in 55 gallon reducing admixture. Plastocrete !61 (208 hter) drums ann bulk delivery. contains no chlor;des. ~, Lower water cement rat[os p~ov~de decreased permeabil,ty and increased STORAGEANDSNELF-I, IFE Plas.'.ocrete 161 meets the reclulremePts durability. P!astocrete 151 should be stored at above of ASTMC-494Type A and ~ASHTO M194 35°F (2°C). tf frozen, thaw ancl agitate Type A. Combination with other Admixtures: thoroughly to return to normal state before Plastocrete 161 works effectively as a use. APPLICATIONS single admixture or in combination with Plastocrete 161 i6 recommended for use other admixtures {ntheS~ka ,System When She!f hfs when stored in dry warehouse in ail applications where high quality air entrained concrete is specified, S[ke cond[tionsbetween50°F and 80°F concrete w~th superior workaoiht~v and recommendstheuseofSikeairentrair,,ng 27°C)isoneyearm!nimum. normal setting times is required agents. CA U TION NOW lT WORKS HOW TO USE Plastocrete !61 water reducing admix- ture provides an economical and h~ghly Skin and eye irritant; avoid con~c~. The use effective means ct reducing the amount DOeJtOE of NIOSH/MSHA approved respirator, of mixing water required to produce con- Addit!on rates of 3 - 6 fl. oz./100 lbs. (195 sate~' goggles and rubber gloves ie rec- crete of a certain slump by acting as a - 390 mi/100 kg) of cement are racom- ommended Avoid breathing product-Use d~spersan! for the cement parlicles in mendedforgeneralconcreteepplications with adequate ventilation. Remove con- the mix. where norm~il setting characteristics are taminated clothing. desired. Through this dispersing acbon more of FIRSTAID the surface area of -'.he cemen~ particles MIXING Wash skin w;th SOap 8nd wa~er. !n cas;) of is available for early hydration. The more Plastocrete 161 iS added at the concrete eye co.*,t~ct, flushw~thwater for 15 minute~c. cement panicles hydrated by contact p~ant. Measurerequ~redquantitymanually co~-,tactaphysician. Wast~c!othlngbefc,'e with the mixing water, Ihs g~eeter the or by a,J~omated d~spenser. Add ~nto the re-use. compressive strength o+ the co,crete, sand atlheweigh hopperor intothewater I;ne atthe batCh plant. CLEAN UP ADVANTAGES Contain and cci!eot with absorbent mate- Piastocrete 161 is form,jlated as a Type When used in combination w~th other ad- rlal. Dispose of in accordance with local. A water reducer to allow 7 - 10% water m;xtures, care must be taken to dispense state and federal regulations. reduction and maximize the benefits of each adm~ure separatelyinto the mix. Do increased hydration in both the hard.- nOt m:xw~th drycement- ened and plastic states. BENEFITS TYPICAL DA TA FOR t-'L .'1 $ TOCFIE TE 161 · Reduced water content required to .. achieve desired slump, increases ASTMCERTIFICATION A,~TM C-494 Tyce A comlDressive and fiexu,al strengths _. and allows the use of more econom~- COLOR Browq · cai m~xes. ~, improved paste qualit~/ makes con- SPEC;FICGRAVITYg/mI.. 1.17 # 0.05 crete eas~er to pump and finish pH CHLORIDE~ % <0 I 11/8,7/1997 i2:4i 9-z~56~,~.~_~,~ LATTiMORE FRONT_ PAGE 10 Plastiment ,~ i, ~ Water Reducing and Retarding Admixture (Types B & D) DESCRIPTION & For flatwork applications Plast,ment PACKAGING Plashmen~ is a water-reducing and re- acts as a f,nishing a(d. workab;!;ty is P~astiment is supp;ied in 55 gallon tarding adm;xlure. Plasbment contains ~mproved. b:eeding is co,fro!led and a liter) drums end buik de;every. no calcium chloride Or any other inten- superior SUrfaCe hnish is ebro,ned. t~ona~ly added chlorides. STORAGEANDSHELF-LIFE · Lower water cement rat:os provide Plast~ment should be stored at above Plastiment meets the requirements of decreased permeabillty and increased 30~F (-1°0), If frozen, thew and agitate ASTM C-494TypesB and Dand AASHTO durability, thOrOughly to return tO norma~ state M'.,94 Types B and D before use Combination with other Admlxlure$: APPUCATIONS Pl~stiment works effectively as a sir. els Shelf I~fe when stored in dry warehouse Plastiment is recommended forusewhen- admixture or in combination with other conditions bec'eon 50oF and 80"F (I ever ~[gh qua;qty ccncrete with predict- admix'tufas in the Sika System. 27~C) ;s o"e year mimmum able and controlled set t,mes ,6 desired. Use in flatwork and horizontal or vertical slipform placements where a supedor HOW TO USE CAUTION s~rface f;nish is required. ~OSA~E Skin and eye irritant; ~v0id contact. The ADVANTAGES Addition rates of 2 - 4 fi. OZ.l!00 los use of NIOSH/MSHA approved respira- Plasbment is highly effective m hot (130-260 mi/100 kg) cement are rec- tot, safety gogg!es and rubber gloves is weather Concrebng to offset the accel- ommended forgeneral concrete applica- recommended. Avoid breathing product. erating effects of high ambient tempera- tions Where extended retardation iS Use w~th adequate ventilation. Remove ;ares by controlling the heat of hydra- required dosage may be increased. Please contaminated clothing t~on. Concrete workab~ht'y is enhanced contact '),our total Sika Representat'.ve and a superior surface f,nish is obtained, for mformabon and assistance FIRSTAID Wash skin with SOap and water. In CaSe BENEFITS MIXING of eye contac',, flush with water for 1,5 · In mass concrete pours Plastiment Add Plastiment at the concrete plant mir~utes;contactaphysician. Washcloth- COqtro!s temperature nee and reduces Measure required quantity manually Or ,ne before re-use. the riSk Of therme; crack, ne by automated d~spenser Add into the sand at the weigh nec. per or into the CLEANUP · In~tia[ set -'Jmes are de~ayed, allowing water hne at the batOh plant. Contain and cot!ectwith absorbent mate- time for proper placement and fro,ah- ,iai. Dispose of in accordance with local, ing without co!d joints in ho=' Weather When used in combination w/th other state and federal regulations. conditions, admixtures, care must be taken ~o d~s- penes each admixture separately into · Plastiment increases co.~crete density the mix. DO not mix w,th dry cement. and delivers ~ncreesed early and ulti- mate. compressive and Lexurel strengths. T ¥'PICA L O/~ 7 A FOR PLA $ TIt, IEN T ASTMCERTIFICATION ASTM 0-494 Types B and D COLOR Ye¢ow/Green SPECIFIC ~RA VITYg/ml t. 18 ± 0 5 pH > 8 CHLORIDES % < 0 ~