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ST9601-CS 980526 (2)
85/26/1998 ~7:42 912-221-dIS~ LATTIMORE MATERIALS PAGE 82 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (972) 569-4646 (972) 221-4646 Cltent; Tiseo Paving Date: 26-May-98 Project: Wrangler Road Coppall, Texas Matedall: Cement: Type 1, ASTM C-150, Texas-LeHigh Cement Flyash: ASTM C-618, Class C. Holnam Coarse Agg.: ASTM C-33, 1 "~ ~4 Laffimore Crushed Stone Fine Agg.: ASTM C-33, Lattimom Concrete Sand Admixture; ASTM C-494, Sika ASTM C-260, Silos ....... l__CU__bi_c__Ya__r_d B_y Weight - SSD Mix NO. 38 40 42 Strengtli (~ 28 Days 3000 3500 4000 Air Air Air Cement, [bs 470 517 564 Fly Ash, Ibs O 0 C. Agg., Ibs 1850 1850 1850 Sand, Ibs 1437 1369 -1332 Water, Ibs 227 238 237 W/R, oz 18.8 20.7 22.6 Total Weight 3984 3974 3983 Unit Wt, ;/CF 147.56 147.19 147.52 WIC Ratio, # # 0.48 0.46 0.42 Fly Ash, % 0 0 0 Maximum Temp, deg. 95 95 95 Slump, inches 3-5 3-,5 3-5 Air, % antrained 3-5 3-5 3-5 · Admixture dosage subject to adjustment es needed (ASTM C-H, Note 7) *' Air content per recommendaUone of ASTM C44./' (Table 3) Lettimers Ready Mix guarantee the above mix design will achieve ~a specified strength when tested and evaluated In accordance with ASTM C-1T~Z, C-31, C-39 and C-94 and when the recommended procedures for placement and curing outlined in ACI 305/306 are followed. in accordance with ASTM C-94, Littleore Matedab Co. requests that copies of all strength tests be forwards(~) our Quality Control Department, GH 85/26/1998 87:42 972-221-4108 LATTIMORE MATERIALS PAGE 83 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (972) 569-4646 (972) 221-4646 CONTRACTOR: Tumer Construction Co. MIX NO,: 38 LABORATORY: Maxim Technologies PROJECT: North High School DESIGN STRENGTH: 3000 Cerrollton, Tex~ 7-28 Date Slump Air Temp 7 Day 7 Da]L Avgl, 28 Day 28 Day Avg. Av;.13 Range Gain I 08-May-g7 2,75 4,0 80 3560 .... 3560 4320 4u~u 4205 ' ' 230 1,18 2 03-Jun-97 4.50 44 79 3640 3640 4690 4770 4730 80 1.30 3 06-Jun-97 4.00 5.3 84 3850 3650 4140 4140 4358 4140 1.08 4 06-Aug-91 4,00 5, 1 93 3240 3240 3680 3730 3705 4192 50 1.14 5 12-Aug-97 3 50 50 90 3340 3340 3730 3990 3860 3902 250 1.16 6 18-Aug-97 4,50 4.3 89 3100 3100 3900 4090 3995 3853 190 1.28 7 19-Au9-97 4.75 3,0 84 3230 3230 3930 3850 3890 3915 80 1,20 8 20-Au947 4.50 4.9' 92 3180 3180 4020 4000 4040 3965 20 1.26 ' 9 22-Aug-97 4,00 5,3 ' 91 3700 3700 4620 4700 4660 4187 80 126 10 26-Aug-97 4.00 4,6 66 3220 3220 4730 3850 4290 4320 060 1.33 11 26-Aug-97 4.00 4.5 94 4020 4020 4670 4520 4295 4415 450 1.07 12 27-Aug-97 3,50 4.9 89 2950 2950 3850 3960 3805 4130 310 1,29 13 02-Sep-97 3.00 4.7 90 3350 3350 4490 4500 4525 4208 70 1.35 14 03-Sep-97 2.50 4,6 69 3530 3530 4190 4300 4245 4192 110 t.20 15 04-Sep-97 -3.50 ' 94 3260 3260 4210 4360 4285 4352 150 1,31 16 05-89p-97 3,00 4,4 67 3600 3600 4500 4710 4605 4378 210 1.28 17 12-Sep-97 3-50 5.1 90 3890 3690 4820 4800 4610 4567 20 1.30 18 16-Sep-97 3,50 5.3 93 2880 2980 3960 3980 3970 4462 20 1,33 19 17-Sep-97 3.50 5.3 94 3000 3000 3750 · 3800 3180 4187 40 1.28 20 22-Sep-91 4,00 5.3 60 28/0 2670 3370 3460 3415 3722 90 1 21 23-Sep-97 3,50 5,1 84 3040 3040 3920 3880 3900 3698 40 1,28 22 25-69p-97 350 5.3 74 3590 3590 4590 4440 4515 3943 150 1.26 23 01-Dec,-97 4.00 4.2 61 3700 3700 4800 4860 4880 4432 40 132 24 04-Dec,-97 4.00 4.9 60 3790 3790 4150 4300 4225 4540 150 4.11 25 .05-D98-97 3.75 5,4 52 3780 3780 4860 4940 4900 4668 80 1-30 26 10-De¢-97 3.50 5,4 50 3470 3470 4960 4660 4810 4645 300 1 21 12-Oec-97 2.60 4.8 52 3780 3180 4820 4~30 4775 ' 4828 50 1,28 28 16-De~-97 4,00 6,0 55 3220 3220 4500 4250 4375 4853 250 t .36 29 16-Dec-97 3.00 5.8 59 4380 4380 4930 5150 5040 4130 220 1.15 30 16-Deo-97 3.50 5.0 62 4190 4190 4980 4840 4910 4175 140 1.11 31 18-Deo,91 4.00 4.5 52 3930 3930 5010 4893 4980 4977 180 127 32 18-De~-97 4.00 5.0 60 3540 3540 3870 4470 4170 4687 600 1.18 33 16-Dec,-97 4.00 5.5 62 3190 3190 3880 3910 3895 4348 30 1.22 34 22-De~-97 4.00 . 4.8 61 4150 4150 5290 6300 5295 4453 10 1.28 35 30-Dec-97 4.00 59 55 3530 3530 4300 4630 4465 4552 330 1.26 36 31-Dec-97 3.56 5.3 56 3580 3580 4280 4410 4345 4702 130 121 37 31~De;-97 4.00 5.7 55 3780 3780 4660 4620 4640 4483 40 1.23 38 15--Jan-98 4.00 5.9 48 3240 3248 4630 4460 4545 4510 170 1.40 39 15-Jan-88 4,93 5,4 51 3400 3400 4430 4330 4380 4522 100 1,29 40 15-Jan-98 3.50 5,7 55 4320 4320 5230 5320 5215 4733 90 1.22 41 15-Jan-98 4.00 5.2 59 28fr) 2810 4010 3940 3975 4543 70 1.41 42 16-Jen-98 400 6.4 50 3690 3590 4900 4780 4840 4697 120 1.31 43 16-Jan-g8 3.75 5,1 51 3760 3780 4980 4850 49t5 4571 130 130 44 16-Jan-98 4.00 6.1 54 2770 2770 4070 3960 4015 4890 110 1.45 45 17-Jan-g8 3,25 5.5 50 4550 4550 5110 5180 5145 4692 70 1.13 46 ll-Jsn-98 4,00 6.0 56 4150 4150 5130 4840 4985 4715 290 1.20 3.73 5.2 71 3532 4422 248 1,28 S'I'D, DEV. 460 ACI 318-5,3,12 REQUIREMENTS: (5,1) rcr= f'C+ i.~e 3817 (5.2) rcr = To + 2.33m - 500 3572 ~5/26/1998 ~7:42 972-221-41~ L~TTIMORE M~TERI~LS P~GE ~4 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McK~NNEY. TEXAS 75070-0556 (972) 569-4646 (972) 221-4646 CONTRACTOR: C.D, Henderson MIX NO.: 40 LABORATORY: HBC Engineering PROJECT: Airlance G~tewey fA26 & e27 DESIGN STRENGTH: 3500 Ft. Worth. Texas 7-28 Date $1UmD Air Temp. 7 Day 7 Day Avg, 28 Diy 26 Day_ AvQ, AvGJ3 Range Gain 1""" ~'~1=~13;,98 5,50 5,5 58 ~0 .... 3260 3300 4220 ' 422b" '4220" 0 1 2 14-Feb-98 6.00 7.0 58 3800 3730 3765 4690 4660 4675 30 1.24 3 14-Feb-g8 5-00 5.6 61 4020 4110 4065 4940 4850 4900 4598 80 1.21 4 14-Feb-98 5,75 60 62 2730 2820 2775 3600 3740 3670 4415 140 1.32 5 14-Feb-98 6.00 4.6 61 4050 4130 4090 5140 5060 5100 4557 80 1.25 6 14-Feb-98 5.50 3.8 62 3900 3800 3850 5040 5110 6075 4615 70 1.32 7 · 21-Feb-g8 6,50 4.0 62 3520 3760 3640 5140 5070 5105 5093 70 1,40 8 21-Feb-98 7,50 3,5' 62 3860 3740 3800 5160 6220 5180 5t23 60 1.37 9 21-FeIFg8 6.00 4.2 60 4690 4730 4710 5740 5820 5780 5358 80 1.23 10 21-FelF98 6.50 3,5 60 4240 4330 4285 6620 5770 5695 5555 150 1.33 11 21-Feb-98 6.50 4.1 61 4370 4220 4295 5370 5450 5410 5626 60 1,26 12 21-Feb-98 6.50 4.2 61 4630 4770 4700 5520 5670 5695 5567 150 1.19 13 21-Feb-g8 6,00 3.6 59 4090 4110 4100 5880 5910 5895 5833 30 1.44 14 04-Mer-98 6.00 1,3 61 3810 3770 3790 4840 4970 4905 5465 130 1.29 15 04-Mar-g8 6.25 1.5 58 43Z0 4220 4295 51 gO 5030 5110 5303 160 1.19 16 04-Mar-g8 5.00 2,2 56 3600 3730 3665 4490 4060 4275 4763 430 1,17 17 04-Mar-98 5 .25 2.0 62 3690 3550 3620 4600 4500 4595 4660 10 1.27 18 04-Mar-g8 6.25 2-5 62 4060 4130 4095 5110 5060 5085 4652 50 1.24 19 06-1Vlar-98 5.00 1.5 60 4390 4270 4330 5990 5850. 5920 5200 -140 1.37 20 06-Mar-B8 5.00 1.5 60 4550 4720 4635 5880 6660 5770 5592 220 1.24 21 06-Mar-98 5,25 t .8 53 45b0 4430 4505 5710 5480 5595 5762 230 1.24 22 06-Mar-g8 5.50 1,6 62 4700 4620 4660 5810 5290 5550 5638 520 1.19. 23 06-Mar-98 6,00 1,7 60 5070 5160 5115 5500 5670 5775 5640 210 1,13 24 06-Mar-98 6.60 2.0 57 4520 4370 4445 5690 5770 5830 5718 ,120 1.31 25 13-Mar-g8 6.00 2.2 58 4150 4260 4205 5340 5280 5310 5638 60 1.26 26 1'3-Mar-98 6,50 2.0 55 4190 4090 4140 4480 4410 4445 5195 70 1.07 27 13-Mar-B8 7.00 3.0 57 3740 3810 3775 4570 4620 4595' 4783 50 1.22 28 13-Mar-g8 7.50 2.8 58 3450 3280 3385 4350 4260 4305 4448, 90 128 29 13-Mar-96 5.50 2.9 59 3970 3820 3895 5100 5210 5155 4685 110 1.32 30 13-Mar-g8 6,25 2.9 56 4140 4020 4060 4930 4850 4650 4783 80 1.20 6.00 3,2 60 4066 5114 123 1.26 STD. DEV. 580 ACI 318-5.3.1.2 REQUIREMENTS: (5.1) rcr -- fc + 1.34s 4278 (5.2) rcr afc + 2,336 - 500 4352 05/26/19~8 87:42 972-221-41~8 L~TTIMORE M~TERI~L5 P~GE B5 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (972) 569-4646 (972) 221-4646 CONTRACTOR: Austin Commercial MIX NO.: 42 LABORATORY; HBC Engineering PROJECT: Presl;ytetian Hospital of PIano DESIGN STRENGTH: 4000 PIano, Texas 7-28 Date Slump Air Te~ 1 Da~' 7 Day Avg. 28 Day 28 Day Avg .....AvgJ3 Ran_qe Gain 1 16-DEC-97 6,gO " 4380 4170 4275 5370 5460 5415 90 1,:Z7 2 17-Dec-97 4.75 3,7 72 4280 4170 4225 5250 5170 5210 80 1,23 3 17-Dec-97 600 4.1 78 3900 3730 3815 4810 4720 4765 5130 90 1,25 4 17-Dec-97 4.25 4.4 78 3950 4180 4065 5010 5230 5120 5032 220 1.26 5 31-Dec-g7 5,25 52 64 3740 3720 3730 5560 5290 5425 5103 270 1.45 6 07-Jan-g8 4,50 54 5280 5130 5195 6350 6220 6285 5610 130 1.21 I 10-Jan-98 4.75 3.9 52 4700 4660 4680 5740 5630 5685 6798 110 121 8 16-Jan-g8 5.25 68 4490 4120 4305 6640 5770 5705 5892 130 1.33 9 19-Jan-g8 4.75 4.2 ·60 3480 3540 3510 5320 5440 5380 5590 120 1.53 10 21-Jan-g6 5.05 3.6 57 5250 5360 5305 6400 6310 6355 5813 90 1.20 11 23-Jam98 5,25 3.5 52 4160 4220 4190 5310 5460 5385 5707 150 1.29 12 24-Jan-98 7.05 60 3660 3720 3690 5200 5170 5185 5642 30 1.41 13 28-Jam-98 6.05 3.8 65 3970 4020 3995 4610 4530 4570 5047 80 1.14 14 28-Jan-98 3.50 3.6 67 4550 4720 4636 5430 5270 5350 5035 150 1.15 15 03.-Feb-98 -3.00 ' 4.1 68 3340 3280 3310 4660 4600 4730 4883 140 1.43 16 03-Feb-98 6.00 4.4 60 4460 4/20 4590 57/0 5890 5830 5303 120 127 17 05-Fe1~98 4.00 4.0 65 4630 41t0 4710 5130 5220 5176 5245 90 1.10 18 0g-Feb-g8 4.50 3.7 64 4530 4670 4600 6550 5460 5505 5503 90 1 19 10-Feb98 4.50 60 4740 4360 4550 5500 -5620 5580 5413 120 1,22 20 10-Feb-g8 8.00 4.8 60 3440 3260 3350 4890 4770 4830 5298 120 1.44 21 12-Feb-g8 1,00 62 3630 3~40 3685 4560 4/20 4840 5010 160 1.26 22 13-Feb-98 5.50 4.8 75 3770 3880 3825 4780 4670 4725 4732 110 t 24 23 17-Feb-98 6.00 4.8 62 3290 3140 3215 5280 5320 5300 4888 40 1.65 24 18-Feb-98 4.75 3,5 68 4560 4590 4575 6830 5710 5670 5232 . BO 1.24 25 18-Feb-98 5-00 3.8 70 4020 4110 4065 5600 5730 5665 5545 130 1,39 26 19-Feb-g8 6.50 63 4640 4550 4595 6050 5980 8015 5783 70 1.31 27 20-Feb-98 6.00 4.0 70 4100 4680 4690 5380 5220 5290' 6857 140 1.13 28 054vler-g8 5.75 3.5 70 3630 3740 3685 4470 4660 4505 5290 190 1.24 29 05-Mar-g8 6.00 69 33C0 3470 3386 4530 4260 4395 4750 270 1.30 30 10-Mar-g8 6.00 3.3 64 4t40 4020 4080 5310 5220 5265 4742 g0 1.29 31 24-Mar-98 6.00 2.8 75 4105 3980 4030 4/90 4830 4610 4823 40 1.19 32 25-Mar-98 5.25 2.3 78 3740 3490 3615 4790 4620 4805 4960 30 1.33 33 26-Mar-g8 5,25 2,8 75 3430 3670 3550 4790 4820 4605 4607 30 1.35 34 27-Mar-98 5.25 3.1 ' 74 3280 3580 3420 4150 42~t) 4185 4508 70 1.22 35 30-Mar-98 4.05 2.9 75 3980 3770 3865 4/70 4680 4725 4572 90 1 5.33 3,8 66 4086 5209 113 1.28 STD, DEV. 520 ACt 318-5.3.12 REQUIREMENTS: (5.1) rcr - fc + 1.34s 4697 (5.2) fcr= fc + 2.33s - 500 4711 05/26/1998 07:42 cj72-221-4188 LATTIMORE MATERIALS PAGE 86 ATC Associates, 113~6 Mails PROJECT INSPECTION D,~,. Teu, 75229 REPORT 972/5S6.2204 page Iof2 CLfNT: Lmimare ~ Date: 2/04/98 Tot Method I 1/2' 100 100 1 * 97.5 91-100 1/2" ~.7 2~-60 [4 9,9 0-10 ~8 ' 0.3 . . 2~68 Bulk 2.67 I ~~m) ......... . .o.~ % · . .......= I 0.28 85/2G/1998 87:~2 972-221-~188 LATTIMORE MATERIALS P~GE 87 Hooper Engineering Laboratories, Inc, Conetrug~tlon Materials Testing REPORT OF .ANALYSIS OF CONCRETE AGGREGATES CLIENT: Lsttimore Materials Co, DATE: 22 April 1998 PROJECT: General Use SAMPLES: Submitted to Hooper Engineering Laboratories, Inc. on 4122198. by Lettimore Materials Co. SUPPLIER: Trinity RETAINED ON NATURAL SAND ASTM C33 SIEVE SIZE 0 - ~4 REQUIREMENTS 1-112, "~ ' ':'~:~"'i-~ !-', ~::2Z~':'~" ; .... :'*;"' (:"-"' !**' ;~" 314" 112" '-...=- -b~r,':'::~ ....': ;.: "" o% "' ,- "',0. ";-'.':' ........ No. 4 1 .. 0-5 No. 8 14 0 - 20 No. 16 32 15 - 50 No.' 30 50 40 - 75 No, 50 79 70 * 90 No. 100 98 90 * 98 FINENESS.MODULUS 2,73 2.30 to 3-10 'SPECIFIC GRAVITY 2,61 FINER THAN NO, 200 SIEVE 1.6% DRY RODDED WEIGHT, PCF 108,8 TECHNICIAN: RJW t/~ ~ DISTRIBUTION: {2) Lattimore M?',riels Co., Curtis Lee Walnut HIll Lena DEllam, Team 76~29 (214) =g1~e41g Fax (214) 381-6141 85/26/1998 87:42 972-221-4186 LATTIMORE MATERIALS PAGE 88 Air Entraining Admixture ® DE'~CRI!aTION admixtures. care must be taken To dis- Slka AEA-15 admixture Is a liquid solu- penseeeohadmlxlureseparatelyintofhe t~on of concentrated organic materials. It mix. has been formulated and manufactured DOSAGE specifically tO provide stable and pre- Addltionrateswillvarydependlngontheair PAClMOING dietable air contents in concrete, with content required for a particular project. Sika AEA-15 Is supplied in 55 gallon (208 uniform air hubhie spacing throughout Typicallyaircon~ents will be specified In the liter) drums and bulk delivery. the concrete matrix. range of 4 to 8 percent by volume. Other factors that may effect the amount of air .6TORAGEANDSHELFLIFE Sika AEA-15 meets the requirements Of entrainedlntotheconcreteinclude. butare Sik8 AEA-15 should be stored at above ASTMC-260foralrentrainingadmlx~ures notllmitedlo.~conte~endtyDe. sand 35"F (2'C). If frozen. thaw and agitate andAASHTOM-154 gradation. temperatureendwatercontent thoroughly to return to its normal I~tate Sika recorrrnendsthat trial mixes be tested before use. APPLICATIONS whenever material or any other changes S;ka AEA-15 can be used whenever air ere made that may affect lhe amount of Shelf life when stored in dry warehouse errtrained concrete is desired. Ready- antrained air. condttlonsbEtweene0oFenda0'F(IO''C- mix. precast end block producers can 27'C) Is 1 year minimum. all achieve optimum antreined air con- Dosage rates for Slk8 AEA-15 will typl- tents. even where harsh rrtlxes ere used cally tall between 1/4 and Ifl. oz. ll00 Ibs. or fly-ash is added to the mix. (16 - 65 ml!lO0 kS) of cement to entrain between 4 and 6 percent sir. Higher air ADVANT4OE~ contents may be obtained by increasing Skin and eye Irritant;. avoid conts~.1. The AIr entrainmerit Is recognized as the the dosage rate. of NIOSH/MSHA approved reepirator~ most effective prevention against Con- safety goggles and rubber gloves is rec- crete scaring in exposed environments. Combination with other admixtures. par- ommended. Avoid breathing product. Use Air antrained conorals delivers particu- tlcularlywatorreducerSandrotarderS, wfil with adequate ventilation. Remove con- lar benefits in the form of increased lend to incteese~he eng~untofeotrelned alr tamlne4L~clolhlng. concrete durability. This Is Important in Inthernlx. Airconlentsshouldbechecked colder climates where frost 811(1 freeze- wlthenalr-rneterafterbetchlngenddosage FIRSTAIO thawcyclescencausescallngenddarn- 8dJus~n~entsmadeatlheconcreteplant. WaSh skin with soap and water. In case agetotheconcretesurface. of eye contact./lush with water for 15 MIXING minutes; contact ·physician. Wash cloth- AIr entraininS agents held to prevent Measure the required quantity per batch ins before re-use. scaling by ~restlng millions of micro- manually or with automatic dispenser scopicalrvolds, allowing watertra,oped in equipment, Add Slka AEA-15 to mixing CLEANUP theconcreteteexpandwherltheconcrete water or ~and. Do not mix with dry ca- Contain and collectwith absorbent freezes, thuspreventingcrackscausedby mant. WhenusedhGombinationwlthothef terial, Dispose of in accordance with naturalexpanal0n, Entrainedalrvoldsin Io~al, state end federal regulatlons. theconcrete will air, oirr. rease durability in herSh environments where concrete is exposed Io deicing salts, marine salts and surfsteE. Workability a~d placeability are also Ira- A~/N' CER//RCA//ON C-260 Air EntrainInS Admixtures proved by the lubricatrng action Of the microscopic bubbles In the Concrete. COLOR Brown Concrete will flow better, and bleeding SPEClFICORAVITYgA,nl 1.02., 0.02 and shrinkage will be reduced because lee8 we~er Is needed to obtain the de~i red .... workability. ~ > 8 CHLORIDE8 ~ < O. 1 · 05/26/1998 87:42 972-221-4180 LATTIMORE MATERIALS PAGE 89 Plastocrete 161 Water Reducing Admixture (Type A) SIKA DESCRIPTION & ConsistentnOrmal~ettlngtimesthrough- PACKAGING Plastocrete 161 Is a polymer*type water- outthe reCOmmended dosage. Plastocrete 161 is supptied in 55 gallon reducing admixture. Plastocrete 161 (208 liter) drums and bulk delivery. contains no chlorides, · LOwer water cement ratios provide decreased permeability and increased ,STORAGEAND SHELF-LIFE Plastocrete 161 meets the requlrementS durability. Plastocrete 161 shou Id be StOred at above Of ASTMC-494TypeAandAASHTO M194 350F (2'C). If frOZen, thaw and agitate Type A. Combination with ether Admixtures: thoroughly To return to normal state befo re Raslocrete 161 works effectively as a use, APPLICATIOIV~ single admixture or in combination with Plastocrete 161 is recommended for use other admixtures in theSIke System- When Shelf life when stored in dry warehouse in all applications where high quality sir antrained concrete is specified. Slke conditions betweenS0'Fand 80"F(10oC- concrete with SUperiOr workability and recommends the ule of Sika air enlrainlng 27'C}is one yeer mlnlmum. normal setting Times is required, agents, HOW IT WORK8 Plastocrefe 161 water reducing admix- ture prOvides an ecOnOmiCal and highly Sklnandeyeirritant, avo;dcontsct. Theuse effective means of reducing the amount DOSAGE of NIOSH/MSHA approved respirator, Ot mixing water reclulred to produce con- Addition rates of 3 - 6 fl. oz.llO0 I be, (195 safety gog lea and rubber gloves is rec- crete of a certain slump by acting as a ,390 ml/100 kg) of cement ere recom- ommend~clg,,Avoidbreathlngl;~'0duct. Use diaPersant fo~ the cement particles in mendediorgeneralconcreteapplications with adequate ventilation. Remove con- the mix. where normal setting ~heracteristics are tan~nated clothing. desired. Through this diSperSing action more of FIRSTAID the sudece area of the cement particles MIXING Washsklnwithsoal)andwamr. Incsseof is avalleble for early hydraTIon, The more Plastocrete1611s added at the concrete eye contact, flushwithwaterfor15mlnutee; cement particles hydrated by contact plentMeasurerequlredCluantitymanually contactaphySiolen. Washclothingbefore with the mixing water, the greater the :'or by autometed dlspenier. Add intO the m-use. compressire strength of the concrete, sand atthe weigh hOpper or into the water line at the batch plant- CLEAN UP ADVANTAGES Contain and collect with absorbent mate- Plastocrete 161 is formulated as a Type When used in combination with other ad- rlal. Dispose of in accordance with looN, A water reducer te allow 7 - 10% water mixtures, care must be taken to dispense state and federal regulations. reduction and maxlmize the benefits of eachadmlxtureseperetelyintothemix, Do increased hydreTion in both the hard- notmixwithdrycemenl. ened and plastic states, BENERTS · Reduced water content required to achlev8 desired ilump. Increases , compresslye and flexural strengths ,'~STMCFdITIF/CA/TON ASTM C494 Type A and allows the use of more economi- cal mixes. COLOR Brown · Improved paste quality makes con- SPECIFIC GRAVITYBInd 1.17 t 0.05 cre~e easier to pump and finish. pH >8 CHLORIDES fi <0.1 · 1~5/2B/lg98 87:~12 972-221-4188 LATTIMORE MATERIALS PAGE ll~ Plastiment SIKA Wa~r Reducing and Re~ing Admi~u~ ~ B & D) DESCRrPTION &For fiatwork applicaTIons Pieailment PACKAGING Plastiment is a water-reduCing and re- acts as a finishing aid, workability IS Plastiment is supplied in 55 gallon (208 tarding 8dmixlure. Plastiment contains improved, bleeding is controlled and a liter) drums and bulk delivery. no calcium Chloride or any other lnten- suDerior surface finish Is obtained. tionally added chlorides. STORAGEANDSHELF.LIFE · Lower water cement ratios provide Flastirnent should be stored at above Plastlment meets the requirements of decreased permeability and increased 30°F (-1 ~C). If frozen, thaw and agitate ASTMC-494TypesBandDandAASHTO durability. thoroughly to return to normS] state M194 Types B and D. before use. Combination with othlr Admixtures: APPLICATIONS Pieailment works effectively as a single Shelf life when stored in dry warehouse Plastlmentisrecornmendedforusewhen- admixture or In Combination with other conditlonsbetween50'Fanda0eF(10°C- ever high quaility concrete with predict- admixtures In the Sika System. 27°C) Is one year minimum. able and controlled am times Is desired. Use in fiatwalk and horizontal Or vertical slipform placements where a superior surface finish IS required, ~t)E Skin end eye irritant; avoid contact. The ADVANTAG'Ee hddltion ra~es of 2 - 4 fl. oz./100 Ibs. use of NIOSH/MSHA approved respira- Pieailment is highly effective In hot (130-260 mill00 kg) cement are rec- tar, safety goggles and rubber gloves is weather concrating to offSet the eccel- oremended for general concrete applica- recommended. Avoid breathing product. mating effects Of high ambient tempera- tlons. Where extended retardation is Use with adequate ventilation. Remove tures by controlling the heat of hydra- requlreddosaOerneybelncreesed. Please contaminated clothing. tion. Concrete wOrkability iS enhanced contact your local S[ka Representative end a SUperior surface finish 18 obtained. for Information and assistance. FIRSTAID Wash skin with soap and water, In BENEFTI'S MIXING of eye contact, flush with water for 15 & In mass concrete pOurs Plastiment Add Plastiment at the concrete plant. minuteS; COntact a physician. Wash ClOt. h- controls temperature riSe and reduces :' Measure required quanlity manually or Ing I~efore re-use. the risk of thermal cracking. by automated dispenser. Add Into ~e sand at the weigh hopper or Into ~ CLEANUP ,k Initial set times are delayed, allOwing water line at the batch plant. Contain end collect with absorbentmate- tame .for prOpor placement and finish- rlaL Dispose of in acCordance WIth local, Ing without cold joints in hot weather When used In combination with other state and federal regulations. conditions. admixtures, care must be taken to dis- Dense each admixture separately into · Plastiment Increases COnCrete density the mix. Do cot mix with dry cement. and delivers increased early and ulti- mate, compressive and flexural strengths. ASTMCE/T//F/CAT/ON ASTM C-494 Types B and D COLOR Yellow/Green GPECIFICQRAYITYg/ml 1.18 · O 5 pH CHLORIDES fl < O. 1