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Freeport NIP(7.6)-LR00122112-21-288 2: S9~M FROH LaTTIvE]RE 972 221 96zt7 , LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070-0556 ~972) 569-4646 (972) z21--,646 Client:. McMahon Contracting Date: 21-Dec,-O0 Project: Freeport Parkway & Belhel Road Coppell, Texas Material~; Cement: ASTM C-150, Type I F}yash: ASTM C,-618, Class C Coarse Agg.: ASTM C-33, 1"- #4 Crashed Stone Fine Agg.; ASTM C-33, Concrete Sand Admixtures: ASTM C.494, Type A or D ASTM C.260 t Cub~ Yard ~ Weight - SSD Mix No. 38 42 Strength ~ 28 Days 3000 3600 Air Air Cement, lbs 470 564 Fly Ash, lbs 0 0 C. Agg,, lbs ~,850 1850 Sand, lbs 1437 133Z Water, lbs 227 237 W/R, oz 14.1 16.9 Total Weight 3984 3983 Unit Wt, #1CF 147.56 147.52 WIC Ratio, #/ ~ 0.48 0.42 Fly Ash. % 0 0 Maximum Tamp, deg. 95 95 Slump, inches 3-5 3.5 Air. % entrained 3-5 3-5 Lattimore Ready Mix guarantees the above mix design will achieve the specified strength when tesl~d and evaluated in a{=r, ordance with ASTM C-172. 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, Lattimore Materials Co. requests that copies of all strength tests be forwarded to our Quality Control Oepartntent. GH 12-21 -200 2: E, gPM FROM LATTMDRE 9'72 :221 96-4'7 P. 3 LATTINIORE MATERIALS COMPANY P,O. BOX 556 McKtNNEY. TEXAS 75070-0556 (972) 569-4646 (972) 221-4646 MIX NO.: 38 DESIGN STRENGTH: 3000 7 -28 Date Slump ~ir Temp 7 D_.ay 7 Day Avg_._r 28 Day 28 Day .... ~Av_9. AvgJ3 Range Gain 1 28-Mar-00 4.75 5.7 62 3010 3110 3060 3810 4000 3905 190 1.28 2 2S-Ma~-00 4.50 5,8 .62 2900 3000 2950 4150 4160 4155 10 1.41 3 28-Ma¢-00 6.00 5.6 63 3420 3400 3410 3960 4000 3980 4013 40 1.17 4 28-Mar-00 5.75 5.4 64 3180 3150 3165 4340 4360 4350 4162 20 1.37 5 28-Mar-00 5.50 5.7 70 2980 2960 2970 3810 3750 3780 4037 60 1.27 6 28-Ma~-00 5.25 5.4 74 3100 2990 3045 4050 4210 4130 4087 160 1.36 7 04-A~'-00 ,5.75 5.0 65 2790 2990 2890 4060 4110 4085 3998 50 1.41 8 04-A~-00 5.75 5.0 65 2630 2410 2520 4450 4450 4450 4222 0 1.77 3 04-Apr-00 8.75 7.0 65 3150 3450 3300 4330 4320 4325 4287 10 1.31 10 04-Apr-00 5.75 7,0 70 ~320 2430 2325 3320 3450 3385 4053 130 1.46 11 06-AI3r-00 5,50 4.8 2710 3010 2860 4160 4000 4080 3930 160 1.43 12 06-Alit-00 5.50 5.3 72 3030 2930 2980 3710 3720 3715 3727 10 1.25 13 06,.Apr-O0 5.00 4.3 75 2950 3000 2975 3680 3660 3670 3822 0 1.23 ! 4 06-Apr-00 5.50 5.5 76 2530 2650 2590 3670 3630 3650 3678 40 1,41 15 08-Apr-00 5.00 ~.0 6t 3420 3500 3480 4100 4300 4200 3840 200 1.21 16 08-Apr-00 4.75 5.8 60 3470 3230 3350 4420 4270 4345 4065 150 1.30 17 08-Apr-O0 6.00 5.8 55 3070 3110 3090 3910 4090 4000 4182 180 1.29 18 10-AI3r-00 500 4.6 63 3550 3490 3520 3910 4000 3955 4100 90 1.12 19 10-Apr-00 5.00 4,5 64 3310 3260 3285 3800 3960 3880 3945 160 1.18 20 10-Apr-00 5.25 4.7 63 2910 3000 2955 3770 3750 3760 3865 20 1.27 21 10-A~',O0 5,25 4.6 64' 2800 2760 2780 4060 4110 4085 .3908 50 1.47 22 10-Apr-00 6. iX) 4.7 65 2810 2880 2645 3970 3870 3920 3922 100 1.38 23 19-Apr-00 4.50 4.0 74 3220 3260 3240 4270 4220 4245 4083 50 1.31 24 lf~Apr-00 4.00 4.3 77 3400 3560 3480 3820 4000 3910 4025 180 1.12 25 19-Apr-00 4.75 4.8 82 2560 2570 2565 4320 4330 4325 4160 10 1.69 26 19-AI3r-O0 4.00 4.1 83 2860 3000 4910 4150 4000 4075 4103 150 0,83 27 20-Apr-00 4.50 5.2 72 2440 2420 2430 4010 4040 4025 4142 30 1,66 28 20-Apr-00 6.00 5.3 74 2960 2990 2975 4000 3840 3920 4007 160 1.32 29 20-Apr-00 5.25 6.0 76 2780 2770 2775 3770 3720 3745 3897 50 1.35 30 ~20-Apr-00 4.75 5,7 74 3160 3110 3135 4200 4200 4200 3955 0 1.34 31 20-Apr-00 6.00 5,5 77 2390 2450 2420 4400 4360 4380 4108 40 1.81 32 24-Apr-00 5.00 3.6 74 3220 3260 3240 4290 4330 4310 4297 40 1,33 33 24-Apr-00 5.50 3.8 75 2910 3000 2955 3900 4020 3960 4217 120 1.34 34 24-Apr-O0 5.50 3.8 75 2880 2790 2835 4200 4130 4165 4145 70 1.47 35 26-Apr-00 5.25 6.0 75 2850 ?.800 2825 3770 3720 3745 3957 50 1 33 36 26-Apr-00 6.00 3,5 75 3140 312.0 3130 4000 4110 4055 3988 110 1.30 37 26-Apr-00 6,25 4.0 78 3000 2900 2980 4110 4120 4115 3972 10 1.38 38 26-Ap¢-00 6.75 3.0 78 2710 2770 2740 3840 4000 3920 4030 150 1.43 39 26-Apr-O0 5.75 3.0 78 3040 3150 3095 3810 4000 3905 3980 190 1.26 40 26-Apr-00 6.00 3.5 78 2800 3000 2900 3620 3660 3640 3822 40 1.26 41 03-May-00 5.50 68 3600 3370 3485 4690 4480 4585 4043 210 1.32 42 03-May-00 6.00 78 3080 3040 3060 3890 4050 3970 4065 160 1.30 43 10-May-00 5.25 3.0 78 3040 3120 3080 4120 4230 4175 4243 110 1,36 44 10-May-00 5.50 3.3 78 2630 2650 2640 3560 3800 3680 3942 240 1.39 45 10-May-00 5,25 3.4 79 2550 2450 2500 3200 3430 3315 3723 230 1.33 46 10-May-00 5.00 3.8 79 2890 3000 2945 3910 3840 3875 3623 70 1,32 47 10-May-O0 5.00 3,6 82 2990 2960 2975 3840 3730 3785 3658 110 1.27 48 26-May-00 5.25 5.1 85 2940 3020 2980 4880 4700 4790 4150 160 1.61 1 2--21-2ffi 3:I~)I~PM FROM LflTTIvlO~E 9'72 221 9647 p_ .,'1 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNF. Y, TEXAS 75070-0556 (972) 569-4645 (972) 221-4646 MIX NO.: 38 DESIGN STRENGTH: 3000 7-28 Date Sium~. Air Tamp 7 Day 7 ~ Av~_. 28 Day 28 Day Avg. AvgJ._3. Range Gain 49 26-May-00 6.00 4.8 82 3050 2980 3015 3950 3820 3885 4153 130 1.29 50 26-May-00 6.50 3.7 83 3300 3450 3375 4480 4340 4410 4362 140 1.31' 51 26-May-00 6.50 89 2890 3000 2945 4180 3850 4015 4103 330 1.36 52 23-Jun-00 6.50 79 3070 3030 3050 3910 4010 3960 4128 100 1.30 53 23-Jun-00 6.00 79 3040 3120 3080 4100 4120 4110 4028 20 1.33 54 23,Jun-00 6.50 82 2340 2520 2430 3150 3000 3075 3715 150 1.27 55 23-Jun-O0 6.00 81 3390 ~}130 3260 4410 4360 4385 38,57 50 1.35 56 23-,Jun-O0 7.00 81 2060 2240 2150 4230 4450 4340 3933 220 2,02 57 03-Jul-O0 5.00 86 2730 2760 2745 3490 3450 3470 4065 40 1 _26 58 03-Jul-00 5.00 86 2880 2860 2870 3330 3460 3395 3735 130 1.18 59 03-Jul-00 5.50 87 2970 3000 2985 3420 3520 3470 3445 100 1.16 60 03-Jul-O0 5.25 87 3080 3120 3100 3430 3440 3435 3433 10 1.11 61 18-Jut-00 6.00 68 2630 2650 2640 3360 3460 3410 3438 100 1.29 52 18-Jul-00 6.00 89 2810 3000 2905 3340 3260 3300 3382 80 1.14 63 18-.Jul-O0 6.50 ~9 2440 ~630 2535 3450 3330 3390 3367 120 1.34 64 18-J ul-00 6.00 91 2520 2~10 2565 3040 3120 3080 3257 80 1.20 65 18-Jul-00 4.00 90 3160 2950 3055 3960 4000 3980 3483 40 1.30 66 19-Jut-O0 3.50 92 2770 2700 2735 3190 3010 3100 3387 180 1.13 67 19-Jul-O0 6.00 89 2530 2740 2635 3140 3000 3070 3383 140 1.17 68 19-jul-00 6.00 89 2760 2670 2715 3050 3120 3085 3085 70 1.14 69 19-Jut-00 6.00 90 2560 2610 2585 3260 3320 3290 3148 60 1,27 70 24-Jul-00 5,25 87 2910 3080 2995 4000 4090 4045 3473 90 1.35 71 27-Jul.O0 6.50 3.8 2870 2720 2795 3420 3440 3430 3568 20 1.23 72 02-Aug-00 6.00 3.8 87 2590 2580 2585 2940 :3000 2970 3482 60 I. 15 73 08-Aug-00 5.50 88 2500 2550 2525 3540 3550 3545 3315 10 1.40 74 08-Aug-00 5.25 91 2840 3000 2920 3640 3660 3650 3388 20 1.25 75 11-Aug-O0 5.00 93 2300 2320 2310 3200 3150 3175 3457 50 1.37 76 11-Aug-O0 5.00 94 2740 2770 2755 3470 3550 3510 3445 80 1.27 77 18-Aug-00 7.00 87 2840 3000 2920 3410 3440 3425 3370 30 1.17 78 18-Aug-00 5.00 92 2920 3000 2960 3550 3560 3555 3497 10 1.20 79 18-Aug-00 6.50 90 2770 2750 2760 3230 3220 3225 3402 10 1.17 80 29-Aug-00 5.00 3.6 90 4010 4000 4005 4240 4390 4315 3696 150 1.08 5.53 4.7 78 2944 3839 93 1.32 STD. DEV. 411 ACl 318-5.3.1.2 REQUIREMENTS: (5.1) fcr ,, f'¢ + 1.345 3550 (5.2) f'cr = t'c ,- 2.33s - 500 3457 12-21-21~ 3:~ FROM LATTHOI~E 9'72 221 96A"7 P- ,.~ LATTIMORE MATERIALS COMPANY P.O. BOX 556 Mc, (972) 569-4646 (972) 221-4646 MIX NO.: 42 DE$1GI~ STRENGTH.' 3600 7-28 Date Slump Air ....Temp 7 Day.__.?. I~ay Avg. ?.JDay 28 D'~.~y__ Av~ Avg./3 Range, Gain I 16-Feb-00 3.00 60 4210 4300 4255 5160 5110 5135 50 1.21 2 18-Feb-00 3.00 67 4230 4150 4190 6380 6450 6415 70 1.53 3 24-Feb-00 6.50 78 3690 3690 4440 4440 4440 5330 0 1,20 4 28-Feb-00 6.00 72 3870 3870 4790 4880 4835 5230 90 1,25 5 29-t=eb-00 6.25 68 3850 3850 5100 5120 51t0 4795 20 1.33 6 01-Mar-00 8.00 74 3470 3470 5040 5110 5075 5007 70 1.46 7 02-Mar-00 6.75 72 3850 3850 4720 4870 4795 4993 150 1.25 8 03-Mar-O0 6.2.5 70 4080 4080 5740 6020 5880 5250 280 1.44 9 08-Mar..00 6.00 71 3900 3900 4500 4490 4495 5057 10 1.15 10 06-Mar-O0 3.75 ~1 3910 3910 5450 5440 5445 5273 10 1.39 11 07-Mar-00 6.50 3640 3640 5390 5220 5305 5082 170 1.46 12 08-Mar-00 6.00 78 4060 4060 5510 5490 5500 5417 20 1.35 13 08-Mar-O0 3.50 78 2980 3010 2995 4860 4820 4840 5215 40 1.62 14 09.-Mar-O0 6.25 73 3150 3010 3080 4450 4530 4490 4943 80 1,46 15 09-~,lar-00 4.00 4.5 7~ 3710 3760 3735 4960 500~ 4975 4768 50 1.33 16 13-Mar-00 6.50 68 3770 3770 4880 5000 4940 4802 120 1.31 17 13-Mar-00 5.00 5.0 73 3580 3680 3630 4830 4960 4895 4937 130 1 18 14-Mar-00 5,75 70 4390 4390 5050 5130 5090 4975 80 1.16 19 15-Mar-00 4.50 79 4240 4100 4170 4860 5220 5040 5008 360 1.21 20 1 .~Mar-O0 6,25 73 4380 4380 5130 5000 5065 5065 130 1.16 21 16-Mar-00 3.75 70 4490 4360 4425 4970 5000 4985 5030 30 1.13 22 16.Mar-00 6_ 50 78 3870 3870 4370 4220 4295 4782 150 1.11 23 17-Mar-00 6.25 67 3620 3620 5180 5120 5150 4810 60 1.42 24 17-Mar-00 3,00 67 4500 4670 4585 5540 5490 5515 4987 50 1,20 25 20-Mar-00 4,25 80 5170 4890 5030 6090 6110 8100 5588 20 1,21 26 20.Mar-O0 4.75 82 4590 4590 5t 30 5000 5065 5560 130 1.10 27 20-Mar-00 4.00 79 4490 4550 4520 5120 4960 5040 5402 160 1_12 28 21-Mar-00 4.50 76 4720 4880 4800 5380 5230 5305 5137 150 1.11 29 21-Mar..00 4.75 68 4220 4210 4215 5610 5560 5585 5310 50 1,33 30 24-Mar-00 3.25 73 4070 3910 3990 4500 4670 4585 5158 170 1.15 31 28-Mar-00 6.00 87 3400 3550 3475 4150 4000 4075 4748 150 1.17 32 28-Mar-OO 5.00 81 3260 3330 3295 4070 4000" 4035 4232 70 1.22 33 28-Mar-00 4,00 83 3660 3550 3605 4210 4190 4200 4103 Z0 1.17 34 31~Mar-00 4.50 62 3410 3220 3315 4570 4550 4560 4265 20 1.38 35 11-Apr-00 4.00 75 3390 3260 3325 3900 4140 4020 4260 240 1.21 36 14-ADr-00 5.00 69 3630 3560 3595 4680 4670 4875 4418 10 1,30 37 18-AI3r-00 4,50 3.9 81 3350 3450 3400 4610 4430 4520 4405 180 1.33 38 19-Alit-00 5,00 84 3800 4150 3975 4840 4960 4900 4698 12o 1.23 39 19-Apr-00 4.00 85 3990 4000 3995 5090 5'ti0 5100 4840 20 1.28 40 20-Apr-O0 5.00 74 3270 3420 3345 4250 4130 4190 4730 120 1.25 41 21-AI3r-00 4.50 3-6 76 3660 3840 3750 4910 5000 4955 4748 90 1.32 42 02-Mey-O0 5.00 4.8 84 3690 3810 3750 4390 4550 4470 4538 160 1,19 43 09-May-00 5.50 4.0 76 3190 3190 4110 4400 4255 4560 290 1.33 44 09-May-00 6.00 4.6 76 4000 4000 4980 4620 4800 4508 360 1 ,Z0 45 09-May-00 5.75 5.0 77 3930 3930 5170 4920 5045 4700 250 1.28 46 09-May-00 6.25 4.7 77 3640 3640 4860 4940 4900 4915 80 135 47 10-May-00 5.00 4.6 68 3620 3620 5080 4970 5025 4990 110 1.39 48 10-May-00 5.25 5.0 66 3860 3860 4910 5110 5010 4978 ZOO 1.30 49 10-May-00 5.25 5,2 67 4000 4000 4890 4710 4800 4945 180 1.20 50 10-May-O0 5.00 4.8 70 4080 4080 5239 5060 5145 4985 170 1.26 12-21-2~1~ 3:01PM FI~OM LATTMORE 972 221 9t~z17 ~_ ~ LATTIMORE MATERIALS COMPANY PO. E~OX 556 McKINN~ T. i-E~;5 75070-0556 /972) 569-4646 (972) 221-4646 MIX NO.: 42 OESIGN STRENGTH: 3600 7-28 Date Slump Air Temp 7 Day _.,7,Day Avg. 25 Da~.,..28 Day Avg. Av_g..J3 Range Gain 51 lO-May-O0 5.00 4.6 66 3640 3640 4780 4930 4855 4933 150 1.33 52. 10-M~ 5.25 4.9 70 4380 4380 5370 5270' 5320 5107 100 1.21 53 10-Ma~-00 5.00 4.6 69 5230 5230 6260 6320 6290 5488 60 1.20 54 10-May-00 5.25 5.0 70 4250 4250 5~90 5370 5280 5630 180 1.24 55 10-May-OO 5.00 4.6 66 4580 4580 5350 5150 5250 5807 200 1.15 56' 10-May-00 5.25 4.9 69 3830 3830 4660 4950 4805 5112 290 1.25 57 15-May-00 5.00 4.8 74 3840 4000 3920 4670 4650 4660 4905 20 1.19 58 16-May..00 5.50 4.9 88 3370 3440 3405 4260 4330 4295 4587 70 1.26 59 17-May-.00 5.00 4.3 84 3110 3400 3255 5070 4960 5015 4657 110 1.54 $0 18-May-00 5.50 4.7 94 4440 4360 4400 5160 5000 5080 4797 160 1.15 61 24-May-00 5.50 4.2 87 3640 3660 3850 4340 4330 4335 4810 10 1.19 62 05-Jun-O0 5.50 84 3410 3580 3495 4390 4590 4490 4635 2.00 1.28 63 06-Jun-O0 5.25 4.6 86 3780 3770 3775 4660 4730 4695 4507 70 1.24 64 23-Jun-00 5.75 5.0 86 3570 3790 3680 4230 4260 4245 4477 30 1.15 ~5 lO-Jui-00 5.50 L)6 3840 3690 3765 ,~200 ~1450 .t325 ,~422 2~,0 1.15 88 11-Jut-00 6.00 98 3350 3440 3,395 4180 4410 4295 4288 2.30 1.27 67 26-Jul-00 5.00 88 4050 3990 4020 4990 4980 4985 4535 10 1.24 68 27.Jul-O0 5.50 4.6 86 4290 4210 4250 4690 4750 4720 4667 60 1.11 5.20 4.6 76 3882 4671 118 1.26 STD. DEV. 469 ACI 318-5:3.1.2 REQUIREMENTS: (5.1) fcr = fc + 1.346 4229 (5.2) f'cr = f'c ,- 2.335 - 500 4193 12--21 -2~ 3: 02PM I:'ROH L. ATT~I:' 972 221 9~zl.7 P. 7 - T Hooper Engineering Laboratories, Inc. Constructlor~ Materl&l$ Testing REPORT OF ANALYSIS OF CONCRETE AGGRE~_ATE~ CUENT: Lat~imore Materials Co., L,P. DATE: 4 December 2000 PROJECT: Gene~l SAMPLES: Sul~mittld to HooDe~ Engk~rmg Laboratories, Inc. on 11118/00 by Lat~irnor® M~termls Co., L.P. SUPPUER: Lat'Jmore (Rridoepor~) RETAINED ON CRUSHED STONE ASTM C33, #57 SIEVE SI2; 1-1/2' 0% 0 1' 2 0-5 314' 19 1/2' 57 40- 75 318' 81 NO. 4 98 90 - 1'00 No. 8 99 95 - 100 No. 16 No. 30 No. ~0 No. 100 FINENESS MODULUS 6.97 SPECIFIC GRAVITY 2.68 ' FINER THAN NO. 200 SIEVE, % 0.2% 1.0% Max, DRY ROODED WErGHT, PCF 101,5 ABSORPTION, O. 5 % TECHNICIAN: RDG DI~I~IBUTION: ¢2! Lnt~imore M.terials Co., L.P., Curtis I.~ /~ ~ 2870 Will, ut Hill L~,~ Dmll-,i, ~l~xml 75229 (214) 351-~41lB Fax (214) 351-6148 12-21-200 3: 02PH FRi3H LATTHORE 972 221 9647 Hooper Engineering Laboratories, Inc. ~onstruc;tlOrl Materlals lesting R__EP~_O_RT OF ANALYSIS OF CONCRETE AGGREGATES CLIENT: Lattimore Materials Co., L.P. DATE: 4 December 2000 PROJECT: General Use SAMPLES: Submitted to HooDer Engineering Laboratories, Inc. on by Lattimore Materials Co., L.P. SUPPLIER: Lattimore (Thackerville New Plant) RETAINED ON TxDOT SAND ASTM C33 SIEVE SIZE 0 - #4 REQUIREMENTS 1-1/2" 1" 3/4" 1/2' 3/8" 0% 0 No. 4 4 0-5 No. 8 15 0 - 20 No. 16 29 15-50 No. 30 50 40 - 75 No. 50 82 70 - 95 No. 100 98 90 - 100 FINENESS MODULUS 2.78 2.3 to 3.1 SPECIFIC GRAVITY ;Z. 64 FINER THAN NO. 200 SIEVE 0.5% Max. 5.0% DRY RODDED WEIGHT, PCF 115.4 ABSORPTION 0.9% TECHNICIAN: MFM 2870 Walnut Hill Lane Della$, Texas 75229 (214) 351-6419 Fax (214) 351-5145 12-21-200 3:02PM FROM LATTMO~E 972 221 9647 P. 9 ~ ~~i '.: '.. %: . '"' '~':.' .; ;,.' .~.~?~ .:~,.'~::~:~'.~:~ :.-:~,~,,~.'~/ ~ ' · · ,'.. :. ...... · DESCRIPTION aclmixtures, care must be laken lo dis. $ika. A~:A-15 aOrmxture is a liquici solu- penseeacr~ aclrraxture separately ~nto the lion of conce~t~at~ organic ma~edals. It ~as 0een formulam~ an~ manufac~ure~ s~cificatN !o ~ov~oe staple a~ pre- ~~~~ PAC~ a~ta~e ~r coni~ls in con.ale. ~ln conl~tr~ed~raD~lar~o~t. S~aA~-lS~su~SS~n(208 umf~ a~ ~te s~ing tnr~ Ty~ally~r contems~ll~~e titer) ~ms a~o ~ ~ive~y. [be coyote ~x. range of 4 to 8 oercent ~ volu~ ~t~s t~t may aff~t ~ ~u~t Sika AEA-15 ~ets the reQu~r~n/S Of ~~~r~e~, ~e ASTMC-2~forairentra~mnga~xlures ~~.c~c~~ 35cF (~C) If frozen, tb~ ~d a~tale a~TO~154 ~.l~e~c~t~. t~r~gh~ Io r~r~ ~ its n~mal sta~e ~ka r~~ ~ ~aJ ~x~ ~ ~SI~ ~t~e u~. APPLI~ w~er ~t~ ~ ~y ot~er changes S~a A~-15 can ~e usee when~ a~r ate ~ ~at may aff~l the a~unt of en~a~e~ concrete is ~es~re~. ~ea~y- an~rai~ a~, m~x. ~recast and ~loc~ Dr~uce~ can 27'C)~s I ye~i~m. ali ~i~e o~imum en~ra~ a~ con- ~ rates ~o~ ~ka A~-15 ~11 ten:s, even w~m ~ mixes are useo caily f~l ~ 114~d I fl. oz./1~ I~. or tN-ash is a~oe~ to ~e mix, (16 -6S mlll~ kg)ot c~t to entrain De~ 4 eno 6 Dercenl ai~. ~g~r air ADVA~AGES cont~ may ~ cbtaineO Oy increasing Air entrain~ni ~S reCOgnized as t~e t~e ~sage ra~e. of NIOSH~HA aDDrov~ most effective prevention against con. sate~ggles~rub~rglovesisr~- crete scaling in ex.sad en~ronments. C~bi~tl~ ~th oth~ aOmix~¢es, Dar- ~m~O.A~ ~ea~ing ~t. U~ Air entrained concre~ ~etivem ~a~icu- [~l~lywa[~ re.ceos and ref~rs, will wl~h a~a~e ven~il~, ~ve con- I~ ~nefits in the form of inc~ase0 l~to~e~e~untof~a~edair ;am~e~c~. concrete durability. ~iS is ~m~rtani in in t~ ~x. ~r ~ ~ ~ cb~ke~ cold~ Cl~ates w~ere frost eno freeze- ~ak-~t~aE~t~g~d~a~ ~IRSTAID t~w cycles can ~use ~almg and dam- a~us~ts ~de al t~ ~n~ete Dl~t. Ween sk~ ~ ~aD and water. In case age to the co.fete surface, of eye contact, flush with wat~ for MIXING m~nutes; c~tacia ~ys~ian. Wa~clotm A~r entraining agents ~elp to D~event Measuret~er~uir~q~fi~perbatc~ ing ~toref~use. scaling by creating miU~ns of ~cro- m~ual~ ~ wffb autistic Ois~nser sco~ca~iOs, al~gwa~traDD~in eQuip~nt. AOO Sika A~-15 To mix~ng CLaN UP :~e~ncre~eioexp~w~nf~con~ele water or sanG. ~ not mix with ~ ce. Conta~ and collect with absorbent ma- ff~z~.~e~ng~a~u~by ~nt.~u~inco~na~otber lerial. Ois~se of in accordance w~th ~lural ex~nsmn. Enlra~ air v~as in I~al, state ~d tea~al regulations thec~c~elewal a~ i~re~e ~l~in bars~ en~ronmen~8 ~ere concrete i8 ex~s~ to deicing sails, ~r~e salts ~d sulfates, AS~ CER~CATION C-Z~ Air EnFaining Admixlures Workabili~ ~d placeaDilily are also im- proveO by the lubrlcaling &c~on of ~e COLOR Brown m~fosco~ bu~l~ in the c~crete. C~crete ~11 flow ~tter, and ble~i~g and shrinkage will be reduced ~cause SPE~GRAV~I 1.02 · 0.~ le~ water is needee to obtain t~e desireo CHLORIDE~ % < O. 1 12-21-200 3: 03PM FROM LATTMORE 972 221 96,47 P. 10 '"' .: Piastocrete. 161 .. DESCRIPTION · Consistent normal settu',g times through- PACKAGING ~astocrete 161 is aDo~me~-~e~ter- outt~er~ommen~Oo~ge P~astocre~e 161 is sup¢l~d in 55 gallon reducing admixture, Plas;ocrefe 161 (2081iler)~umsand 0ul~ contains ~ chi~;0es, & Lower water cemen{ ~a~s D;ovl~e ~reas~ p~ ~d incma~ S~AGE~ SHELF~E Plastocrele 161 ~ts the r~uireme~ ~a~N- ~rete 161 ~M~st~ata~ve ct ~C~T~A~HTOM194 35~ (~}. It frozen, th~ ~d a~tate Ty~ A. ~s~rete 161 ~s eff~tiveN es a use. c~crele ~ suDer~r ~aO~li~ ~nO r~stheu~of~a~~g 27~)iso~nimum, n~m~ se~ing times is re~ir~, a~ls. HOW ~ WORKS ~t~ete 161 ~er re~ng admix- ture pr~ an ~al a~ h~hN S~~h~ effective ~s of reducing the ~nt ~ of NIOSH~ ~proved of mixing water re~ir~ ~ ~ro~e con- A~t~ rat~ ol 3 - 6 ft. cz.Il 001~_ (~ 95 safe~ go~s an~ ru~r g~ves is r~- cmle of a certain stum~ Dy acting as a - 3~ millO0 kg) Ct cem~t are racom- els Ders~t for ~e ce~l ~articles ~n ~tor gener~ co~rele aDOli~t~s with ad~le ventilat~n. Remove con- Through this Ois~rsing ~tion more of FIRST~D ;he sudace area of~e cemen~ p~cles ~ Wash s~in~t~ap andwat~. In~e~ iS ava~o~ for earn ~¢a~n. ~e more Plastocrete 161 is a~ at t~e ~rete eye¢~, flu~ wa~ f~ 15 ~1~ cemen~ p~tlcles hy~ale~ by c~tact Dl~t. ~e re~~li~ ~at~ C~tacta phy~ian. Wash c~ng~re wt~ the mixing wa~. t~ greater the Ct 0y aUl~ated dis~S~. Add into the re.use. com0~essive strength of the concrete. ~ at t~ ~ hoo~ or imo t~ water. line alt~e Dafch plant. CL~N UP AOVA~AGES Contain an~ collect ~th absor~nt mate- Plasterers 161 ~s formulaled as a Type W~n used~n c~bine~ ~th other ad- hal, Disuse of in ~dance ~t~ ~cal. A water r~ucer to all~ 7 - 10% ~ler ~xlufes, c~e must ~ ta~ to Ois~nse state eno f~al reOuclion and maximas the benefits of e~h a~ture ~D~ale~ ~to~e m~x. ~ increased hydration in both the herO- not ~x~th ~cemenl. ened and plastic states. BEN~ & R~uceO water content reQuir~ to achieve Oes~red slumo, increases ASTM ~494 Ty~ A c~pres~ve 8~ flexural streng~s an0 allows l~e use of more economi- COLOR B~wn cai m~xes. ~ Improved paste ~ualiW makes con- ~ SPEC~IC GRAVI~ml 1 37.0.05 c~ete easter to Dump eno finiS. [ pH CHL.O~IDE~ % <0.1 12-21 -200 3: O_R~M F'I~OM /,a. TTMf]I~E 9'72 22 ] 96z:1.7 ~. 1 1 Water Reducing and Retarding Admixture (Types 8 & D) DESCRIPTION · For flatwork applications ~astimem PACKAGING Plastiment is a water-reclucing and re. acts as a finishing aiO, workabdity is ~asliment is suppli~ in 55 gallon (208 tarring a~mixlure. Plasttment contains improved. Olee~ingisconlmlle~anda liter) ~ums a~ ~lK ~elive~ no calc,um cnlori~e or any other ,n~en- superior surface tm~sn ~s oOta,ne~. l~nalN ~ ch~es. STO~GE~D SH~F~IFE ~ L~er ~[~ ce~nr ral~6 ~ov~ ~astimen; s~ulO De SlOr~ Ptastim~t m~ls [he requirements of ~crea~rmeao~li~an~increaseO 30"F (-1'C). If frozen. ~aw anO ASTMC~Ty~sBandOand~O ~ram~. t~roug~ly to return to nor~t state MI~ Ty~s 8 a~ D. ~fore.u~. AP~ICATION~ Plast~nt work8 eff~tively as a s~gle Shetf ~ife when s~oreO in dry w~ehouse ~as~t ~s r~o~ for use ~- a~xtu~e or in com~l~n with O[~r c~Oit~s.~n 50'F anO 8~F ( 1~ - eve~ high qualllly concrete wire ~r~ic~- a~xlures in ~ S~a S~tem. 27'C) ~s one year minimum. ~se tn fla~k anO ~r~zontal Or ve~al sliDform Dlace~nts w~ete a s~face finish ~s r~u~red. ~E Skin a~d eye ~r,t~t: avoid c~lact. The ~V~AG~ A~it~n rat~ OI 2 - 4 fl. oz./100 I~. u~ O~ NIO~ aD~tOV~ Plasiimenl is highly effective in no~ (130-~ mill00 kg) cement ~e r~- t~, safeW ~ggies an~ ruder g~ is weat~ c~rehng to offset the acc~- o~f~g~eralconcrelea~l~- r~~e~. Avoidbreat~i~z. era~ingeflectsofhig~am~ienltemoera- t~ons. ~e extende~ re~ar~l~n is Use with a~e~uate ventilation. Remove ~ures by ~n~lling the neat of nyora- reQ~~may~re~.~ comam,nate~ clot~iflg. ~ion. Concre;e ~rk~biliW ~s enhanceO conlac[ your I~al SiKa Representative and a suD~ior ~dace fimsh ~so~taine~. for in~rmat~n anO assista~e. FIRSTAID Wash skin wilh soap an~ water. In case B~l~ MIXING of eye coniaci, flus~ wi~ A In mass co, rate ~s Plasfiment AO~ Plastiment at the concrete DIAZ: ~utes: c~laci a O~ys~ian. Washclo~- conlrolslem~ralurerisean~re~ces M~ure r~u~reQ qu~b~ manually or ~ng before re-use. ~8 risk Of ~e~al cracking, by automateG oisp~ser. AQO in~ sanQ at The ~gb bo~Der or m~o lbe CLEANUP A Initial sel times are detay~, allowtng water line al the ~atch pl~l. Contain andcoll~twit~a~so~enlmat~ time tot proof placement and finish, r~al. Disuse pt ,n accordance lng ~lhout cold joints I~ hot ~ather When used in combinat~n ~th other state~feder~regula~ons. cosigns, aamixture~, care must be la,ed Io ~se eac~ aamtxture seo~ately into ~ ~8sflmen~increasesc~creteaensi~ t~e mix. ~ no~ mix ~t~ O~ cement. an~ aelNers tn~e~ed e~ly end ulti- mate. compressive and flexural strengths. A~CER~Fi~T~N ~ C~94 Ty~s B and D COLOR Yellow/Green SPE~C~AV~I 1.~8 ~ 0.5 pH > 8 ~LORIDES % < 0.1