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Freeport NIP(7.2)-LR000605
CalHar Construction, Inc. TRANSMITTAL FORM DATE: 06/05/2000 FROM: Amy Braddock COMPANY: City of Coppell ATTN: Kent Collins ADDRESS: 255 Parkway Boulevard Coppell, TX 75019 PHONE: 972-304-3679 SUBJECT: Freeport Phase V # 99206 Coppell, TX REQUEST: Please review batch mix for above referenced oroiect. Please contact me with anv Questions. Thanks! LATTIMURE MATERIALS COMPANY. P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (972) 569-4646 (972) 221-4646 Client: Gdffith Construction Date: 30-Mar-00 Project: Materials: Cement: 'ASTM C-150, Type I Flyash: ASTM C-618, Class C Coarse Agg.: ASTM C-33, 1"- #4 Crushed Stone Fine Agg.: ASTM C-33, Concrete Sand Admixtures: ASTM C-494, Type D (when warmer ambient conditions wanTant use) ASTM C-260 t Cubic Yard By Weight - SSD Mix No. 38 42 Strength ~ 28 Days 3000 4200 Air Air Cement, lbs 470 564 Fly Ash, lbs 0' C. Agg., lbs 1900 1900 Sand, lbs 1455 1351 Water, lbs 227 237 W/R, oz 0.0 0.0 AEA. oz 3.1 3.7 Total Weight 4052 4052 Unit Wt, #/CF 150.07 150.07 WIC Rat]o, ~ # 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 Latfimore 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 AC13051306 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. GH LATT,, IORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (972) 569-4646 (972) 221-4646 MIX NO.: 38 DESIGN STRENGTH: 3000 7-28 Date Slump Air Temp 7 Day 7 Day Avg. 28 Day 28 Day Avl. AvgJ3 Range Gain 1 28-Jun-99 6.00 2.8 ' 88 2680 2680 3690 3710 3700 20 1,38 2 28-Jun-99 5.50 3.1 90 3350 3350 3910 4120 4015 210 1.20 3 28-Jun-99 6.00 4.1 87 2650 2650 3440 3500 3470 3728 60 1,31 4 28-Jun-99 5.50 2.4 88 2750 2750 3730 3420 3575 3687 310 1.30 5 30-Jun-99 4.50 2.4 84 3180 3180 4470 4530 4500 3848 60 1.42 6 30-Jun-99 4.75 3.1 88 3250 3250 4260 4110 4185 4087 150 1.29 7 30-Jun-99 5.00 3.6 87 3310 3310 4410 4340 4375 4353 70 1.32 8 30-Jun-99 5.00 3.0 89 3940 3940 4370 4410 4390 4317 40 1.11 9 03-Aug-99 5.00 3.6 89 2410 2410 3460 3370 3415 4060 90 1.42 10 03-Aug-99 5.00 3.2 ' 74 2460 2460 3360 3420 3390 3732 60 1.38 11 03-Aug-99 5.00 2.8 76 2230 2230 3120 3160 3140 3315 40 1.41 12 05-Aug-99 5.00 85 3380 3380 3480 3690 '3585 3372 210 1.06 13 27-Sep-99 4.25 2.5 82 3120 3120 4170 4150 4160 3628 20 1.33 14 30-Sep-99 5.00 2.2 84 2700 2700 4290 4120 4205 3983 170 1.56 15 08-Oct-99 5.00 3.4 86 2910 2910 3670 3790 3730 4032 120 1.28 16 .08-Oct-99 5.00 3.2 86 2820 2820 3850 3690 3770 3902 160 1.34 17 08-Oct-99 5.00 3.1 85 3010 3010 3830 3950 3890 3797 120 1.29 18 11-Oct-99 5.00 3.3 79 2760 2760 3740 3840 3790 3817 100 1.37 19 13-Oct-99 5.00 2.9 90 2780 2780 4150 3910 4030 3903 240 1.45 20 18-Oct-99 4.50 1.0 79 3950 3950 5130 5090 5110 4310 40 1.29 21 20-Oct-99 5.00 2.5 78 3090 3090 4150 3800 3975 4372 350 1.29 22 22-Oct-99 5.00 3.1 68 3370 3370 4750 4720 4735 4607 30 1.41 23 28-Oct-99 625 3.1 78 2710 2710 3920 3820 3870 4193 100 1.43 24 29-Oct-99 5.00 -3.5 73 2800 2800 3960 3980 3970 4192 20 1.42 25 08-Nov-99 5.00 3.1 77 3380 3380 4100 4410 4255 4032 310 1.26 26 11-Nov-99 7.00 5.5 77 2290 2290 3340 3370 3355 3860 30 1.47 27 11-Nov-99 5.00 3.8 78 2480 2480 3710 3590 3850 3753 120 1.47 28 12-Nov-99 5.00 2.9 83 2970 2970 4170 4040 4105 3703 130 1.38 29 19-Nov-99 4.50 3.5 76 3490 3490 4940 4940 4940 4232 0 1.42 30 22-Nov-99 4.75 3.3 71 3070 3070 4320 4090 4205 4417 230 1.37 31 24-Nov-99 5.00 3.3 65 3700 3700 4770 5090 49~0 469~' 320 1.33 32 06-Dec-99 5.00 3.4 56 3670 3670 4920 5240 5080 4738 320 1.38 33 10-Dec-99 5.00 4.0 69 3350 3350 4460 4390 4425 4812 70 1.32 34 15-De~-99 3.75 2.7 68 3520 3520 4240 4190 4215 4573 50 1.20 35 16-De~-99 2.00 3.0 59 4130 4130 4770 4960 4865 4502 190 1.18 36 06-Jan-00 4.50 4.1 60 3550 3550 4290 4370 4330 4470 80 1.22 37 06-Jan-00 5.00 4.8 65 3380 3380 4130 4100 4115 4437 30 1.22 4.97 3.2 76 3097 4093 126 1.33 STD. DEV. 504 ACl 318-5.3.1.2 REQUIREMENTS: (5.1) t'cr = t'c + 1.34s 3675 (5.2) t~cr = f'c + 2.33s - 500 3674 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY. TEXAS 75070-0556 (972) 569-4646 (972) 221-4646 MIX NO.: 42 DESIGN STRENGTH: 4200 7-28 Date Slump Air Temp 7 Day Avg. 28 Day 28 Day Av~. Avg.I3 Range Gain 1 16-Apr-99 3.00 6.5 67 5600 5600 6420 6220 6320 200 1.13 2 16-Apr-99 5.00 6.3 65 3860 3860 4740 4700 4720 40 1.22 3 16-Apr-99 5.00 6.5 67 4460 4460 4840 5080 4960 5333 240 1.11 4 16-Apr-99 3.00 6.7 72 5000 5000 5500 5390 5445 5042 110 1.09 5 21-Apr-99 5.00 6.5 73 4510 4510 5020 5050 5035 5147 30 1.12 6 21-Apr-99 5.50 6.7 75 4800 4800 5150 4650 4900 5127 500 1.02 7 21-Apr-99 4.75 6.2 72 4410 4410 5640 4870 4955 4963 170 1.12 8 21-Apr-99 5.25 6.5 76 4470 4470 5210 5010 5110 4988 200 1.14 9 23-Apr-99 5.50 6.7 77 3500 3500 4830 4730 4780 4948 100 1.37 10 23-Apr-99 5.00 6.5 77 3910 3910 4750 4650 4700 4863 100 1.20 11 23-Apr-99 5.00 6.7 80 3760 3760 4200 4450 4325 4602 250 1.15 12 23-Apr-99 5.00 6.5 80 4060 4060 4800 4930 4865 4630 130 1.20 13 28-Apr-99 5.00 5.5 80 4060 4060 4420 4850 4635 4608 430 1.14 14 28-Apr-99 5.00 5.0 79 4190 4190 4410 4710 4560 4687 300 1.09 15 28-Apr-99 5.00 5.0 79 4~20 4320 4530 4800 4665 4620 270 1.08 16 28-Apr-99 5.00 5.2 79 4300 4300 4640 4640 4640 4622 0 1.08 17 07-May-99 5.00 5.8 76 4250 4250 5120 4930 5025 4777 190 1.18. 18 07.-May-99 5.00 4.5 76 4780 4780 5120 5080 5100 4922 40 1.07 19 07-May-99 5.00 5.2 78 4660 4660 4930 4830 4880 5002 100 1.05 20 07-May-99 5.00 5.5 76 4540 4540 4550 4730 4640 4873 180 1.02 21 08-May-99 5.00 5.6 79 4470 4470 4760 4870 4815 4778 110 1.08 22 08-May-99 5.00 4.5 78 4160 4i60 4400 4500 4450 4635 100 1.07 23 08-May-99 5.00 5.0 75 4000 4000 4290 4370 4330 4532 80 1.08 24 08-May-99 5.00 5.0 75 4190 4190 4840 4710 4775 4518 130 1.14 25 11-May-99 5.00 3.2 73 3750 3750 4870 4750 4810 4638 120 1.28 26 11-May-99 5.50 3.4 72 3820 3820. 4770 4720 4745 4777 50 1.24 27 11-May-99 5.00 3.7 71 3720 3720 5050 4920 4985 4847 130 1.34 28 11-May-99 5.00 3.5 72 3890 3890 4560 4800 ;4730 4820 140 1.22 29 17May-99 5.00 4.5 80 '5010 5010 5450 ' 5610 5530 5082 160 1.10 30 17-May-99 5.00 4.5 80 4930 4930 5500 5580 5540 5267 80 1.12 31 17-May-99 5:00 4.0 80 4540 4540 5420 5470 5445 5505 50 1.20 32 17-May-99 5.00 4.5 80 4820 4820 5560 5680 5620 5535 120 1.17 33 20-May-99 5.00 4.0 89 3710 3710 4480 4460 4470 5178 20 - 1.20 34 20-May-99 5.00 4.0 83 4280 4280 5270 5300 5285 5125 30 1.23 35 20-May-99 5.00 4.5 81 4650 4810 4730 4828 160 36 24-May-99 5.50 4.5 75 3790 3790 4480 4430 4455 4823 50 1.18 37 24-May-99 5.25 4.5 80 4250 4250 4910 4890 4900 4695 20 1.15 38 24-May-99 5.00 5.0 80 4270 -4270 4910 4630 4770 4708 280 1.12 39 28-May-99 5.50 5.0 85 4440 ~. ~. ~. 05250 4940 5095 4922 310 1.15 40 28-May-99 5.00 4.5 85 4250 4250 5070 5260 5165 5010 190 1.22 41 28-May-99 5.25 4.5 85 3790 3790 4890 4500 4695 4985 390 1.24 4.98 5.2 77 4288 4917 154 1.15 STD. DEV. 393 ACI 318-5.3.1.2 REQUIREMENTS: (5.1) f'cr = fc + 1.34s 4727 (5.2) f'cr = t'c + 2.33s - 500 4617 aQTE" Quality Testing & Enginee/~ Inc. · ' 9200 King Arthur PI,. ~ECT INSPECTION D~llas, Wex~ 7S247 REPORT (214) 678-0227 Page 1 of 1 PROJECT: Lattimore - Aggregate Testing Job No.: 00002.0002.24I CLIENT: Lattimore Materials Date: 01/31/00 REMARKS: Sample #501 ASTM C-33 Size 57 Coleman Stone Sieve Analysis Test Method: (ASTM C-136) I 1/2" I00 IIX) I" 96.6 95-100 314" 71.1 - -- 1/2" 43.4 25-60 3/8" 29.9 w //4 6.'7 0-10 #8 1.0 0-5 Decant (ASTM C-lIT) % pa~nlng//200 Sieve = 0.36 [ Maximum Allowed = 1.0 % ~ammtod Surface Dry 2.76 I Bulk 2.74 Absorption Unit Weight !}~ Rodded (ASTM C-29) ' Unit Weight (Ix:f) Averag~of 3 I 101.5 QTE REPRESENTATIVE: J. Thompson _. This report represents only the materials tested and may or may not be erials. This report shall not be r~produccd except in its entirety and with the express v~tten permission of QTE, Inc. ".(~E' Qunlity Te~ting & Engin~ ~,. '9200 King Arthur $.~..':x.~, .PRO,_ ~T INSPEC~ON Dnll~ Texns 75247 ~: -~q~ REPORT (2 ~ 4) PROJECT: Lattimore - Aggregnte Testing Job No.: 00002.0002.24Q CLIENT: l.~ttimore Materials Date: 01/31/00 REMARKS: Sample ~497 -Ambrose Spec Sand Sieve Analysis Test Method (ASTM C-136) 3/8" 100 100 #4 95.9 95-100 ~ 92.0 g0-100 #16 $2.5 50-85 #30 57.0 25-60 '#50 26.1 10-30 #100 $22 0-10 #200 1.3 0-3 Fineness Modulus = 2.41 ~ Satttmted Surface Dry ~ 2.63 ~ .....~ , . ' Unit W~ght (Pcf) Arum. ge of 3 ] ....... QTE REPRESENTATIVE: J. Thompson ~'~ DESCRIPTION admixtures, care must be taken to dis- Sika AEA-15 admixture is a liquid solu- HO W TO USE pense each admixture separately into the tion of concentrated organic materials. It mix. has been formulated and manufactured DOSAGE specifically to provide stable and pre- Additionrateswillvarydependingon Iheair PACKAGING' dictable air contents in concrete', with content required for a particular project. Sika AEA-15 is supplied in 55 gallon (208 uniform air bubble spacing throughout Typicallyaircontentswillbespecifiedinthe liter) drumsand bulk delivery. the concrete matrix, range of 4 to 8 percent by volume. Other factors that may affect the amount of air STORAGEAND SHELFLIFE Sika AEA-15 meets the requirements of entminedintotheconcreteinclude, butare Sika AEA-15 should be stored at above ASTMC-260forairentrainingadmixtures notlimitedto, cementcontentandtype, sand 35'F (2°C). If frozen, thaw and agitate andAASHTOM-154 gradation, temperatureandwatercontent, thoroughly to return to its normal state Sika recommends that trial mixes be tested before use. APPLICATIONS whenever material or any other changes Sika AEA-15 can be used whenever air are made that may affect the amount of Shelf life when stored in dry warehouse entrained concrete is desired. Ready- entrained air. conditionsbetween50*Fend80'F(10'C- mix, precast and block producer~ can 27'C)is I yearminimum. all achieve optimum entrained air con- Dosage rates for Sika AEA-15 will typi- tents, even where harsh mixes are used caily fall between 1/4 end 1 fl. oz. I100 lbs. CA U T/ON 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 ADVANTAGES conl;ents may be obtained by increasing Skin end eyeirritant~ avoid contact The use Air entrainment is recognized as the the dosage rate. of NIOSH/MSHA approved respirator, most effective prevention against con- safety goggles end rubber gloves is rec- crete scaling in exposed environments. Combination with other admixtures, par- ommended. Avoid breathing product. Use Air entrained concrete delivers particu- ticularlywaterreducers and retarders, will with adequate ventilation. Remove con- lar benefits in the form of increased tendtoincreasetheamountofe~trainedair taminatedclothing. concrete durability. This is important in inthemix. Aircontentsshouldbechecked FIRSTAID colder climates where frost end freeze- with anair.meterafterbatchinganddosage Wash skin with soap and water. In case thaw cycles can cause scaling and dam- adjustments made at the concrete plant. age to the concrete surface, of eye contact, flush with water for 15 MIXING minutes; contact a physician. Wash cloth- Air entraining agents help to prevent Measure the required quantity per batch lng before re-use. scaling by creating millions of micro- manually or with automatic dispenser CLEAN UP scopicalrvoids, allowingwatertrappedin equipment. Add Sika AEA-15 to mixing Contain and collect with absorbent ma- theconcretetoexpandwhentheconorete water or send. Do not mix with dry ce- terial. Dispose of in accordance with freezes, thus preventing cracks caused by ment. When used in combination with other natural expansion. Entrained air voids in local, state end federal regulations. the concrete will also increase durability in harsh environments where concrete is exposedtodeicingsalts, matnesaltsand TYPICAL DATA FOP c~ ~ K A ,I E A . ~ 5 sulfates. ~.~. ASTM CERTIFICATION C-260 Air Entraining Admixtures Workability end placeability are also im- proved by the. lubricating action of the COLOR Brown :- microscopic bubbles in the concrete. Concrete will flow better, end bleeding and shrinkage will be reduced because SPECIFICGRAVlTYg/ml 1.02 + 0.02 less water is needed to obtain the desired workability, pH · 8 CHLORIDES% <0.1 :" Plastiment " ~.t t ~"~...C~Water Reducing end Retarding admixture (Types B & D) DESCRIFr~N · For flatwork applications Plastimant PACKAGING Plastiment is a water-reducing and re- acts as a finishing aid, wod<ability is Plastiment is supplied in 55 gallon (208 tarding admixture. Plasliment contains improved, bleedingiscontrotietianda liter) drums and bulk delivery. no calcium chloride or any other intan- superior surface finish is obtained. ticnally added chlorides. STORAGEAND SHELF-LIFE · Lower water cement ratios provide Plastiment should be stored at above Plasliment meets the requirements of decreasedpermeabilityandincreased 30'F (-1'C). If frozen, thaw and agitate ASTMC-494TypesBandDandAASHTO durability, thoroughly to return to normal state M194 Types B and D. before use. Comblnatlm~ with other Admlxturee: APPLICATIONS Plastiment works effectively as a single Shelf life when stored in dry warehouse Plaslimentisrecommendedfor usewhen- admixture or in combination with other condilions between50'Fand80'F(10°C- ever high quallity concrete with predict- admixtures in the Sika System. 27'C) is one year minimum. able and controlled set times is desired. Use in flatwork and horizontal or vertical -' -' '-~. ' ...... ' ':" ...~' ..... ~.j Ti (~) .,'~; siipform placements where a superior .... -" .... surface finish is required. DOSAGE Skin and eye irritant; avoid contact. The ADVANTAGES Addilion rates of 2 - 4 fi. oz./100 lbs. use of NIO~H/MSHA approved respira- Plasliment is highly effective in hot (130-260 mi/100 kg) cement are rec- tor, safety gogglee anti rubber gloves is weather concreling to offset the accel- ommendedfor genereJconcreteapplica- recommended. Avoid breathing product. eraling effects of high ambient tempera- tiona. Where extended retardation is Use with adequate ventilation. Remove turas by cordrolling the heat of hydra- requlreddoeagemaybeincreesed. Please contaminated clothing. lion. Concrete workability is enhancod contact your loc, al Sika Representative andasuperiorsurfacefinishlsobtained, for information and assistance. F/RSTA/D Wash skin with soap and water, In case BENEFIT~ MIXING of eye contact, flush with water for 15 · In nmas cortcrete,pours Plasliment Add Plasliment at the concrete plant, rninutee;contectaphysiclan. Washcloth- conlmls temperature rise and reduces Measure required quanlity manually or ing before re-use. the risk of thermal cracking, by automated clispe~ser. Add into the sand at the weigh hopper or into th} CLEANUP · Iniliai eet limes are delayed, allowing water line at the batch plant. Containandcollectwithabsorbentmate- lng without cold joints in hot weather When used in combination with other stataandfederalregulalions. conditions, admixtures, care must be taken to dis- mate. compreeeive anti fiexural ~vrlf~f~l~/~v .~,~tTM ~Types 8 and 0 COLOR Yellow/Green 8PECIF/CGRAvrrY~/b~/ 1.18 , 0.5 pH >8 CHLORIDES % < O. 1