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DR0001-SP030411LM Date: 11- Apr -03 Client: Site Concrete Project: Materials: Street Repairs & Inlets Coppell, Texas Cement; Flyash: Coarse Agg. Fine Agg.: Admixtures: ASTM C -150. Type I ASTM C -616, Class C ASTM C 33, '1 "- #4 Crushed Stone ASTM C -33, Concrete sand ASTM C 494, Type A or D ASTM C -260 1 Cubic Yard By Weight - SSD Mix No. Strength @ 28 Days Cement Coarse Aggregate Fine Aggregate Water Admixture Water Reducer AEA Total Weight Unit Weight W /Cm Ratio Fly Ash Replacement Maximum Temperature Slump Entrained Air 1263 (5 SK WR.AIR) 3000 psi Air 470 Ibs 0 Ibs 1850 Ibs 1415 Ibs 227 Ibs 19 nzs 3962 Ibs APPROVE 148.72 pcf 4 0.480.48 0% 95 2-4 inches / c 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 in ACI 304, 3051 309 are followed. In accordance with ASTM C 94, Lattimore Materials Co. requests that copies of all strength tests be forwarded to our Quality Control Department, RD Lattimore M tcnats Company P.O. Box 556 - McKinney, Texas 75070.0556 (972) 221 -4646- (972)569-4646 uww,lmctx.cam L L ro. Client: Site Concrete Project: Street Repairs & Inlets Coppell, Texas Date: Materials: Cement: ASTM C -150, Type I Flyash: ASTM C -618, Class C Coarse Agg.: ASTM C 33, 1 "- #4 Crushed Stone Fine Agg.: Admixtures: Mix No. Strength @ 28 Days Cement Coarse Aggregate ASTM C -33, Concrete Sand ASTM C 494, Type A or D ASTM C•260 1 Cubic Yard By Welaht • SSD Fine Aggregate Water Admixture Water Reducer AEA Total Weight Unit Weight W /Cm Ratio Fly Ash Replacement Maximum Temperature Slump Entrained Air 1703 (6 SK OR.AIR) 4000 psi Air 564 Ibs 0 Ibs 1850 Ibs 1310 Ibs 237 Ibs 23 ozs 3-7 OZS 3961 Ibs 146.71 pcf 0.42 0% 95 0 F 2-4 inches o/ 11- Apr -03 Lattimore Ready Mix guarantees the above mix design will achieve the specified streng when tested and evaluated in accordance with ASTM C 172, C 31, C 39, and C 84 and wh, the recommended procedures for placement and curing In ACI 304, 305 / 3D6 are followed. In accordance with ASTM C 94, Lattimore Materials Co. requests that copies of all strength tests be forwarded to our quality Control Department. Lattimore Nlaterial3 Company P.O. Box 556 - McKinney, Texas 75070 -0556 (972) 221 -4646 -(972) 569 -4646 ,, wJnnctx.com L C Field Test Data Mix No. 1263 Basis for Selection Contractor: Hill & Wilkinson, Ltd. Data Updated: 03/31/03 ACI 318, Section 5.3.2.1 (5 -1) Project: Network Associates Design Strengtb rim 3000 psi Standard Deviation: 295 psi Plano, Texas Data Represents: 73 Tests Required Strength r 3396 psi Laboratory: Hooper ,Engineering Avg. Slump: 5.38 Avg. Air% 3.40 Average Strength: 3970 psi Cone. 7 Da ata 1� 28 Day Compressive Strenotb Data 28 Day 28 Day # Date Slump Temp Air% Cyl.l Cyl.2 7Avg. Cyl.1 Cy! 2 SetAvg Avg /3 Range St.Dev. Run,Avg 1 06/03/02 5.00 86 3.80 3380 3380 4080 4120 4100 40 - 4100 2 06/03/02 4.50 85 320 3330 3330 4290 4250 4270 40 120 4190 3 06/03/02 5.25 86 3500 3500 4290 4580 4440 4270 290 170 4270 4 06/03/02 5.50 85 4.80 2580 2580 4340 4450 4400 4370 110 153 4300 5 06/03/02 6.00 85 5.30 3130 3130 3880 3890 3899 4240 10 227 4220 6 06103102 4.75 86 5.00 3380 3380 4120 4040 4080 4120 80 211 4200 7 06/03/02 6.50 86 2750 2750 3300 3330 3620 3860 30 211 4200 8 06/03/02 5.50 82 2700 2700 3760 3470 3500 3850 290 291 4110 9 06/03/02 5.50 81 3.40 2760 2760 3600 3390 3630 3560 210 346 4040 10 06/03/02 5.50 82 3.60 2900 2900 3670 3590 4170 3570 80 351 3990 11 06/11/02 5.75 90 3.00 3190 3190 4240 4090 4150 3900 150 336 4010 12 06/11/02 5.50 88 3.40 3490 3490 4200 4100 4260 3980 100 321 4020 13 06/11/02 5.50 89 3520 3520 4160 4350 4260 4190 190 314 4040 14 06/11/02 5.50 88 4.00 3170 3170 4220 4300 3950 4220 80 306 4060 15 06/11/02 6.50 87 4.90 2960 2960 4040 3860 4290 4160 180 296 4050 16 06/11/02 4.50 86 4.60 3330 3330 4180 4390 4000 4170 210 292 4070 17 06/11102 4.25 82 3.00 3230 3230 4090 3900 3410 4080 190 282 4060 18 06/11/02 6.00 84 2.00 2670 2670 3250 3570 3700 3900 320 316 4020 19 06/11/02 6.00 85 2.60 2840 2840 3780 3620 3450 3700 160 316 4010 20 06111102 5.50 86 3.00 2810 2810 3460 3430 3290 3520 30 333 3980 21 06/11/02 5.75 84 3.00 2500 2500 3410 3160 3670 3480 250 358 3940 22 06/11/02 5.00 85 3.20 3010 3010 3620 3720 3790 3470 100 354 3930 23 06/18/02 5.50 91 3.10 3290 3290 3860 3720 3930 3580 140 347 3920 24 06/19/02 6.00 82 4.00 3170 3170 3810 4050 387D 3860 240 339 3920 25 06/19/02 6.50 82 4.60 3240 3240 3890 3850 3970 3900 40 332 3920 26 06/19/02 5.50 83 3550 3550 3970 3960 4270 3920 10 325 3920 27 06/19/02 5.25 85 4.80 2900 2900 4300 4240 4320 4040 60 326 3940 28 06/19/02 5.00 85 4.20 3520 3520 4300 4330 3970 4190 30 328 3950 29 06/19/02 5.50 85 3.80 3530 3530 3890 4040 3890 4190 150 322 3950 30 06/19./02 5.75 86 4.00 3250 3250 3860 3920 4160 4060 60 316 3950 31 06/19/02 5.75 86 3430 3430 4040 4280 3810 4010 240 313 3960 32 06/20/02 6.50 89 3.80 3060 3060 3780 3840 3730 3950 60 309 3950 33 06/20/02 5.50 90 4.00 3100 3100 3940 3510 3740 3900 430 306 3950 34 06/20/02 5.25 90 4.00 3100 3100 3560 3920 4410 3760 360 303 3940 35 06/25/02 500 90 3.60 3540 3540 4530 4290 4260 4080 240 310 3950 36 06/25/02 6.00 90 4.10 3480 3480 4300 4220 4360 4340 80 309 3960 37 06/25/02 5.25 90 3.80 3520 3520 4400 4320 4220 4340 80 312 3970 38 06/25/02 575 90 5.00 3310 3310 4240 4200 4120 4280 40 310 3980 39 07/19/02 5.00 94 2.60 3290 3290 4160 4080 4050 4170 80 307 3980 40 07/19/02 5.75 92 230 3130 3130 4100 3990 4240 4090 110 303 3980 41 07/19/02 5.25 94 3330 3330 4300 4170 3760 4140 130 302 3990 42 07/19/02 5.50 91 330 3050 3050 3820 3700 3700 4020 120 300 3990 43 07/19/02 5.15 92 2.80 2350 2350 3710 3680 3940 3900 30 300 3980 44 07/19/02 4.50 91 1.50 3060 3060 3880 3990 4000 3800 110 296 3980 45 07/19/02 5.00 87 1.50 3370 3370 4000 4000 3790 3880 0 293 3980 1263 - Network Associates As C Field Test Data Mix No. 1 Basis for Selection Contractor: Hill & Wilkinson, Ltd. Data Updated: 03/31/03 ACT 318, Section 5.3.2.1 (5 -1) Project: Network Associates Design Strength P 3000 psi Standard Deviation: 295 psi Plano, Texas Data Represeote: 73 Tests Required Strength P 3396 psi Laboratory: Hooper Engineering Avg, Slump: 5.38 Avg, Air% 3.40 Average Strength: 3970 psi Conc. 7 Day Data 28 Day C0000resAve Streneth Data 28 Day 28 Day # Dat Slump Tern Air% Cyl.1 Cyl.2 7Avg. _Cy1.1 Cyl.2 SetAyg AvgJ3 Range SLDeV Run .Avg. 46 07/19/02 5.75 87 1.50 3130 3130 3800 3770 3920 3910 30 291 3970 47 07/19/02 4,50 87 1.50 3070 3070 3930 3910 3580 3900 20 288 3970 48 07/19/02 6.00 89 1.50 2730 2730 3460 3690 3560 3750 230 290 3960 49 07/19/02 5.00 89 1.50 2770 2770 3550 3570 4410 3570 20 293 3960 50 07/31/02 5.50 90 1.80 3640 3640 4420 4400 4380 3850 20 297 3970 51 07/31/02 5.50 91 1.80 3630 3630 4450 4300 4030 4120 150 300 3970 52 07/31/02 5.75 90 2.60 3250 3250 4040 4020 3970 4270 20 297 3970 53 08/01/02 4.75 92 3.70 3270 3270 3970 3970 3980 4130 0 294 397D 54 08126/02 5.50 88 4.20 3110 3110 4110 3850 3970 3990 260 291 3970 55 08/26/02 5.00 89 4,20 3450 3450 3910 4030 3550 3970 120 288 3970 56 08/26/02 5.50 89 4.40 3070 3070 3540 3560 3270 3830 20 291 3970 57 08/26/02 6.50 91 4.60 2820 2820 3350 3180 3740 3600 170 303 3950 58 09/03/02 5.50 89 4.40 2910 2910 3900 3580 4000 3520 320 302 3950 59 09/06/02 5.25 90 3.80 3070 3070 3950 4040 3950 3670 90 299 3950 60 09/13/02 5.75 90 2.20 3120 3120 3950 3950 4240 3900 0 297 3950 61 09/13/02 5.50 90 2.50 3760 3760 4440 4040 4140 4060 400 297 3960 62 09/13/02 5.00 90 3670 3670 3950 4320 3920 4110 370 295 3960 63 09113/02 5.50 90 3.30 3250 3250 3890 3940 3950 4100 50 293 3960 64 09/21/02 525 87 2.80 3130 3130 3980 3910 3930 4000 70 290 3960 65 09/21/02 5.50 87 3.00 3220 3220 3920 3940 3590 3930 20 288 3960 66 09/21/02 5.50 87 4.80 2930 2930 3630 3540 3700 3820 90 289 3950 67 09/21/02 4.75 86 4.00 3080 3080 3870 3520 3910 3740 350 289 3950 68 09/21/02 4.50 86 4.00 3260 3260 3810 4010 4510 3810 200 287 3950 69 10/04/02 4.25 96 3.60 3580 3580 4560 4450 3700 4210 110 293 3960 70 10/14/02 5.00 70 3.90 2950 2950 3670 3720 4070 4040 50 292 3950 71 10/18/02 5.50 75 4.10 3320 3320 4090 4040 4320 4090 50 290 3950 72 10/23/02 3.00 75 1.50 3360 3360 4300 4330 4450 4030 30 292 3960 73 11/05/02 5.00 72 3.20 3520 3520 4460 4440 4280 20 295 3970 1263 - NeM1,o,k Assoda[es.xls 2 LbIC Field Test Data Mix No. 1703 02) Basis for Selection Contractor: McMahon Contracting Data Updated: 03/28/03 AC1318, Section 5.3.2.1 (5 -1) Project: Street Replacements Design Strength f,�: 4000 psi Standard Deviation: 470 Carrollton, Texas Data Represents: 22 Tests Required strength P,,: psi 4630 Laboratory; Hooper Engineering Avg. Slump: 3.16 Avg. Air°/ 4.51 Average Strength: psi 5070 # Cone. 7 Day Data 28 Da om ressive Strength Data 28 Day p si 28 Day Date Slu "0 TL Air% Cyl.1 Cy1.2 7Avg. C 1 1 Cy1 2 SetAvg Avg /3 Range StDev. Run.Avg. 1 09/12/02 2.v 88 335220 3520 3520 4790 4760 4780 30 ` 2 09/25/02 1.50 87 3.30 3570 3790 3680 4720 4720 4720 4780 3 11/01/02 4.00 62 5.50 4020 3990 4010 4590 4620 4610 4700 30 86 4700 4 12/06/02 2.75 64 3.80 4060 4060 4840 5230 5040 4790 390 182 4790 5 12/06/02 3.25 56 4.10 3890 3890 5010 4710 4860 4840 300 161 4800 6 12/06/02 2.25 60 5.40 4260 4260 4910 5210 5060 4990 300 179 4850 7 12/12/02 2.75 60 5.10 4120 4120 5220 5150 5190 5040 70 209 4890 8 12/12/02 2.00 63 5.20 4430 4430 5770 5670 5720 5320 100 350 5000 9 12/12/02 2.50 61 5.30 4250 4250 5280 5210 5250 5390 70 338 5030 10 12/18/02 3.00 69 5.20 3890 3890 4500 4700 4600 5190 200 346 4980 11 12/19/02 4.00 70 4.60 4430 4570 4500 5740 5690 5720 5190 50 396 5050 12 01/21103 4.75 60 3.80 3030 3030 4800 4670 4740 5020 130 388 5020 13 01/22/03 4.00 55 5.20 3970 3970 5020 4990 5010 5160 30 372 5020 14 01/31/03 3.25 63 5.10 3930 3820 3880 4880 5040 4960 4900 160 358 5020 15 02/05/03 3.50 56 2.10 4330 4330 5310 5290 5300 5090 20 352 5040 16 02/05/03 2.00 56 2.10 4930 5030 4980 6060 6140 6100 5450 80 432 5100 17 02/05/03 2.75 63 4.30 4490 4490 4490 5660 5680 5670. 5690 20 440 5140 18 02/10/03 5.00 50 3.50 4370 4460 4420 5000 5250 5130 5630 250 427 5140 19 02/10/03 3.75 51 5.80 3190 3260 3230 4320 4230 4280 5030 90 459 5090 20 02/12/03 4.50 63 4.90 3700 3770 3740 4530 4530 4530 4650 0 464 5060 21 02/18/03 1.75 58 5.10 4550 4670 4610 5250 5230 5240 4680 20 454 5070 22 02/19/03 4.25 66 5.30 3960 4070 4020 5030 5010 5020 4930 20 443 5070 1703 - Carrollton Slraets.xls 1 Lattimore Materials Co. L 1700 Redbud Blvd., Suite 200 777 �/ McKinney, Texas 75070 Office: (972) 221 -4646 Fax: (972) 221.9647 REPORT OF: Analysis of Coarse Aggregate PROJECT: Various Projects DATE: 2/20/2003 METHOD: ASTM C29, C33 C117, C127 a 075 MATERIAL SOURCE: Bridgeport 1 #4 Crushed Stone SIEVE SIZE 1 1/2" V . 3/4° 1/2" 3/8" #4 #8 PERCENT PASSING 100 96.6 76.5 41.4 16.3 4.7 1.7 DRY ROODED UNIT WRIGHT SPECIFIC GRAVITY MINUS 200% SPECIFICATIONS PERCENT PASSING 100 95-100 25-60 0 -10 0 -5 = 99.48 PCF n O 2.68 PhD, New Product Developnkent & L1V1 Lattimore Materials Co. 1700 Rsd6ud Blvd., Suite 200 McKinney, Texas 75070 Office: (972) 221.4646 Fax: (972) 221.9647 REPORT OF: Analysis of Fine Aggregate PROJECT: Various Projects DATE: 2/20 /2003 METHOD: ASTM C29, C33, C117, C128 a D75 MATERIAL SOURCE: Denton Blend Spec Sand SIEVE SIZE 3/8° 1/4" #4 #8 #10 #16 #20 #30 #40 #50 #80 #100 #200 PERCENT PASSING 100 99.8 98.2 84.3 82.4 74.3 70.0 58.2 44.5 22.1 5.5 2.7 1.7 DRY RODDED UNIT WEIGHT SPECIFIC GRAVITY MINUS 200% SPECIFICATIONS PERCENT PASSING 100 95 -100 80-100 50-85 25-60 10 -30 2 -10 0 -3 PD n 110.0 PCF /��r�J ffl .7% _ /7 Richard S.Szecsy, vice President New Product Development & Risk Management ISO 900D C DESCRIPTION Sika AEA -15 admixture is a liquid sclu- lion of concentrated organic materials. It has been formulated and manufactured specifically to provide stable and pre- dictable air Contents in concrete, with uniform air bubble spacing throughout the concrete matrix. Sika AEA -15 meets the requirements of ASTM C -260 for air entraining admixtures and AASHTO M -154 APPLICATIONS Sika AEA -15 can be used whenever air entrained concrete is desired. Ready - mix, precast and block producers can all achieve optimum entrained air con- tents, even where harsh mixes are used or fly -ash is added to the mix. ADVANTAGES Air entrainment is recognized as the most effective prevention against con- crete scaling in exposed environments. Air entrained concrete delivers particu- lar benefits in the form of increased concrete durability. This is important in Colder climates where frost and freeze - thawcycles can cause scaling and dam- age to the concrete surface. Air entraining agents help to prevent scaling by creating millions of micro- scopic air voids, allowing water trapped in the concrete to expand when the concrete freezes, thus preventing cracks caused by natural expansion. 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 are also im- proved by the lubricating action 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. DOSAGE Addition rateswill vary dependingon theair content required for a particular project. Typically air contents will be SpeCdied in the range of 4 to 8 percent by volume. Other factors that may affect the amount of air entrained into the concrete include, but are notiimited to. cementcontentandtype, sand gradation, temperature and watercontent. Sika recommends that trial mixes be tested whenever material or any other changes are made that may affect the amount of entrained air. Dosage rates for Sika AEA -15 will typi- cally fall between 1 /4 and 1 fl. cz. /100 lbs. (16. 65 ml /100 kg) of cement to entrain between 4 and 6 percent air. Higher air contents may be obtained by increasing the dosage rate. Combination with other admixtures, par - ticularly water reducers andretarders. will tend to increasethe amountof entrained air inthemix. Aircontents should be checked with an air -meter after batching anddosage adjustments made at the concrete plant. MIXING Measure the required quantity per batch manually or with automatic dispenser equipment. Add Sika AEA -1510 mixing water or sand. Do not mix with dry ce- ment. When used In combination with other PACKAGING Sika AEA -15is supplied in55 gallon (208 liter) drums and bulk delivery. STORAGFAND SHELFLIFE Sika AEA -15 should be stored at above 35 °F (2 1c). If frozen, thaw and agitate thoroughly to return to its normal state before use. Shelf life when stored in dry warehouse conditions between 50 °F and 80 °F (10 °c- 27°C) Is 1 year minimum. •� Skin and eye Irritant, avoidcontact. The use of NIOSH /MSHA approved respirator. Safety goggles and rubber gloves is rec- ommended. Avoid breathing product. Use with adequate ventilation. Remove con - taminatedClothing. FIRST AID Wash Skin with soap and water. In Case of eye contact, flush with water for 15 minutes: contact a physician. Washcloth - ing before re -use. CLEAN UP Contain and collect with absorbent ma- terial. Dispose of in accordance with local, state and federal regulations. TYPICAL DA TA •- ASTM CERTIFICATION C -260 Air Entraining Admixtures COLOR Brown SPECIFIC GRAVITYg/ml 1.02 t 0.02 pH >8 CHLORIDES% <0.1 1/97 I - - 900D DESCRIPTION Plastocrete 161 is a polymer -type water - reducing admixture. Plastocrete 161 contains no chlorides. Plastocrete 161 meets the requirements of ASTM C -494 Type A and AASHTO M194 Type A. APPLICATIONS Plastocrete 161 is recommended for use in all applications where high quality concrete with superior workability and normal setting times is required. HOW IT WORKS Plastocrete 161 water reducing admix- ture provides an economical and highly effective means of reducing the amount of mixing water required to produce con- crete 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 mare cement particles hydrated by contact with the mixing water, the greater the compressive strength of the concrete. ADVANTAGES Plastocrete 161 is formulated as a Type A water reducer to allow 7 - 10% water reduction and maximize the benefits of increased hydration in both the hard- ened and plastic states. BENEFITS A Reduced water content required to achieve desired slump, increases compressive and flexural strengths and allows the use of more economi- cal mixes. A Improved paste quality makes con- crete easier to pump and finish_ ♦ Consistent normal setting times through- out the recommended dosage. A Lower water cement ratios provide decreased permeability and increased durability. Combination with other Admixtures: Plastocrete 161 works effectively as a single admixture or in combination with other admixtures in the Sika System. When air entrained concrete is specified, Sika recommends the use of Sika air entraining agents. DOSAGE Addition rates of 3 -611. oz11 oa Ibis _ (195 - 390 ml /10D kg) of cement are recom- mended for general concrete applications where normal setting characteristics are desired. MIXING Plastocrete 161 is added at the concrete plent. Measure required quantity manually or by automated dispenser, Add into the sand atthe weigh hopperor into the water line at the batch plant. PACKAGING Plastocrete 161 is supplied in 55 gallon (2081iter) drums and bulk delivery. STORAGE AND SHELF -LIFE Plastocrete 161 should be stored at above 35 °F (2 °C). If frozen, thaw and agitate thoroughly to return to normal state before use. Shelf life when stored in dry warehouse conditions between 50 °F and 60 °F (10 °C- 27 °C) is one year minimum. o Skin and eye irritant: avoid contact. The use Of NIOSH /MSHA approved respirator, safety goggles and rubber gloves is rec- ommended. Avoid breathing product. Use with adequate ventilation. Remove con - taminatedolothing. FIRST AID Wash skin with soap and water. In case of eye contact, Push with water for 15minutes; contact a physician. Wash clothing before re -use. CLEANUP Contain and collectwith absorbent mate- rial. Dispose of in accordance with local, state and federal regulations. When used in combination with other ad- mixtures, care must be taken to dispense each admixture separately into the mix. Do not mix with dry cement. i ISOS0 DESCRIPTION Plastiment is a water - reducing and re- tarding admixture. Plastiment contains no calcium chloride or any other inten- tionally added chlorides. Plastiment meets the requirements of ASTM C -494 Types B and D and AASHTO M194 Types S and O. APPLICATIONS Plastiment is recommended for use when- ever high quaility concrete with predict- able and controlled set times is desired. Use in flatwork and horizontal or vertical slipform placements where a superior surface finish is required. ADVANTAGES Plastiment is highly effective in hot weather concreting to offset the accel- erating effects of high ambient tempera- tures by controlling the heat of hydra- tion. Concrete workability is enhanced and a superior surface finish is obtained. BENEFITS ♦ In mass concrete pours Plastiment Controls temperature rise and reduces the risk of thermal cracking. A Initial set times are delayed, allowing time for proper placement and finish- ing without cold joints in hot weather conditions. A Plastiment increases concrete density and delivers increased early and ulti- mate, compressive and flexural strengths. ♦ For flatwork applications Plastiment acts as a finishing aid, workability is improved, bleeding is controlled and a superior surface finish is obtained. A Lower water cement ratios provide decreased permeability and increased durability. Combination with other Admixtures: Plastiment works effectively as a single admixture or in combination with other admixtures in the Sika System. DOSAGE Addition rates of 2 - 4 ft. oz. /100 lbs. (130 -260 ml /100 kg) cement are rec- ommended for general Concrete applica- tions. Where extended retardation is required dosage maybe increased. Please contact your local Sika Representative for information and assistance. MIXING Add Plastiment at the concrete plant. Measure required quantity manually or by automated dispenser. Add into the sand at the weigh hopper or into the water line at the batch plant. When used in combination with other admixtures. care must be taken to dis- pense each admixture separately into the mix. Do not mix with dry cement. PACKAGING Plastiment is supplied in 55 gallon (208 liter) drums and bulk delivery. STORAGEAND SHELF -LIFE Plastiment should be stored at above 30 °F (- 1 °C).. If frozen, thaw and agitate thoroughly to return to normal state before use. Shelf life when stored in dry warehouse Conditions between 50 °F and 80 -F (I 0-c- 27-C) is one year minimum. Skin and eye irritant, avoid contact. The use of NIOSH/MSHA approved respira- tor, safety goggles and rubber gloves is recommended. Avoid breathing product. Use with adequate ventilation. Remove contaminated clothing, FIRST AID Wash skin with soap and water. In case Of eye contact, flush with water for 15 minutes; contact a physician. Washcloth ing before re -use. CLEANUP Contain and colle0t with absorbent mate- rial. Dispose of in accordance with local, state and federal regulations. TYPICAL 04 TA FOR PLAS ASTMCERTIFICAT/ON TIMENT ASTM C -494 Types B and D COLOR Yellow /Green SPECIFIC GRAV1TYg/ml 1.18 : o.5 PH >8 CHLORIDES% X0,1 -