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ST0001-CS011101facsimile TRANSM[TTAL TO: infrastructure Services Attn: Dennis Hammock £72-309-0572 9 pages tota 1 RE: FROM: Concrete Mix Design ]anet Kinard qua I ity Con tro 1 Lattimore Materials Co. P.O. Box 556 McKinney, Texas 75070 Phone: 972-221-4646 Fax: 972-221-964? Schrickel; Rollins and Associates~ Inc. , LMC Client: Infrastructure Services Project: Materials: Creekview Drive Extension Coppell, Texas Cement: Flyash: Coarse Age.; Fine Age.: Admixtures: ASTM C-t50, Type I ASTM C-618, Class C ASTM C-33, 1 "- ~ Crashed Stone ASTM C-33. Concrete Sand ASTM C-494, Typo A or D ASTM C-2§O I Cubic Yard By Weight - SSD Usa pavhg Mix No. 39 Strength ~ 28 Days 3000 Air Cement, lbs 470 Fly Ash, lbs 0 C. Age., lbs 1050 Sand, lbs 1437 Water, lbs 227 W/R, oz 14.1 Total Weight 3984 Unit Wt, ~CF 147t56 WIC Ratio, it/ ~ 0.48 Fty Aah,% 0 Maximum Tamp, deg. 95 Slump, inches 2-4 Air, % entrained 3-5 12-Oct-01 Lattlmore Ready Mix guarantees the above mix design will achieve the specified strength when tested and evaluated in accordance with A~TM C-172, C-31, C-39 end C.94 and when I~e recommended procedures for placement and curing Outlined In ACI 3051306 are followed. In accordance with ASTM C-94, Lsttlmore Materials Co. requests that copies of all strength test~ be forwarded to our Quality Control Department. 8H Latfimore Materials Company RO, Box 556.McKinney, Taxas 75070-0556 (972) 221-4646. (972) 569-4646 LMC MIX NO.: 38 DESIGN STRENGTH: 3000 Date Slump Air Tamp 71:~¥ 1Day-- AvL 28 Day 2~Day 1 O3-May-01 6,25 3.0 83 2560 2560 3380 3630 2 04-May-01 4.50 3.2 60 3080 3080 4080 4150 3 09~May-01 5.00 3.9 74 3140 3140 3380 3660 4 09-May-01 5.00 4.2 73 2940 2940 3440 3620 5 11-May-01 5.50 3.2 80 2700 2700 3640 3500 6 14-Mayo01 5.25 87 2670 2670 4280 4060 7 15-May-01 5.00 85 2660 2860 3850 3780 8 15-May-01 6.00 81 2460 2460 4380 9 16--May-01 5.50 1,7 82 2400 2400 3580 3740 10 17-May-01 4.50 3.3 80 3420 3420 3980 4040 11 17-May-01 3.50 3.5 80 3550 3550 4500 4410 12 17-May-01 4.00 3.2 80 3470 3470 3800 3870 13 17-May-01 4.00 3.2 80 3450 3450 4490 4420 14 21-May-01 6.50 3.4 88 2450 2450 3810 3880 15 21-May-01 5.75 3,6 86 3340 3340 4550 4510 16 21-May~l 5.00 3.5 85 3220 3220 4360 4210 17 21-May-01 6.00 3.6 80 2910 2810 4010 3920 18 21-May-01 6.00 3.6 80 3030 3030 4860 5040 19 23-May-01 6.50 4,6 79 3340 3340 4380 4340 20 23-May-01 3.50 2.4 78 3950 3950 5010 4870 21 23-May..01 5.00 3.5 78 2250 2250 3730 3800 22 28-MeY--~ 1 8.00 3.5 79 2530 2530 3600 3570 23 23-May-01 5.25 3.7 78 3240 3240 4470 4880 24 23-May-01 5.60 2.9 78 3680 3680 4840 4850 26 24-May-01 6.00 3.6 78 2710 2710 3980 3690 26 24-May-01 6.50 4.0 79 2600 2800 3980 4170 27 24.-May,-01 4.50 3.5 80 2690 2690 4020 4210 28 24-May-01 3.75 3.4 80 2530 2530 4050 3780 29 24-May-01 8.00 3.5 79 2810 2610 4560 43t0 30 25.-May-01 8.00 3.4 83 2550 2550 3780 4200 31 25-May-01 4.50 3.2 85 2560 2580 3820 4240 32 01-Jun-01 3.50 4.0 67 2260 2260 3980 4180 33 06-Ju'~-01 4.00 3,2 87 2170 2170 3730 3830 34 08.,Jun-01 3,00 3,2 88 3530 3530 4500 4480 35 0B-Jun-01 4,50 2.8 86 2670 2670 4100 4030 36 08-,J~J rl-01 5.50 2.8 85 2380 2380 4190 4100 37. 0B-Jun-01 3,00 30 85 2930 2930 4510 4470 38 06..,J un-01 500 3.0 88 3610 3610 419o 4220 39 14,.Jun-01 4,75 3.0 89 3390 3390 4200 3980 40 14-Jun-01 5,00 3.1 88 3160 3160 3850 3830 41 14.-Jun-01 4.75 2.8 89 3180 3180 3900 3970 42 14-Jun-01 5.00 2.8 89 3000 3000 3750 3850 Lattimore Materials Company P.O, Box 556-McKinney, Texas 75070-0556 (972) 221 ~645' (972) 569-46a6 www. lmc~.com 7-28 Avg. Av.J]~ Range Gain 3505 250 t.37 4115 70 1.34 3515 3712 270 1.12 3530 3720 180 1.20 3570 3538 140 1.32 4170 3757 220 1.56 3815 3852 70 1.43 4320 4102 120 1.76 3660 3932 160 1,53 4010 3997 60 1.17 4455 4042 90 1.25 3835 4100 70 1.11 4455 4248 70 1.29 3845 4045 70 1.57 4530 4277 40 1.36 4295 4223 170 1.33 3965 4263 90 1.36 4960 4407 160 1~4 4360 4426 40 1.31 4940 4753 140 1.25 3765 4355 70 1.67 3585 4097 30 1.42 4875 4008 410 1.44 4745 4335 210 t.29 3835 4418 290 1.42 4075 4218 190 1.57 4115 4008 190 t.53 3915 4035 270 1.55 4435 4155 250 1.58 3990 4113 420 1,56 4030 4152 420 1.56 4080 4033 200' 1.81 3680 3930 100 1.70 4490 4083 20 1.27 4055 4078 70 1.52 4145 4233 gO 1.74 4490 4233 40 1.53 4205 4280 30 1.16 4090 4262 220 1.2t 3840 4045 20 1.22 3935 3955 70 1,24 3800 3858 100 1,27 LMC MIX NO,: 35 DESIGN ~TRENGTH; 3000 Date Slump Air ?e_.mjp___ 7 Day 7_~ Avg. 43 19-Jun-01 4.50 3.5 89 3010 3010 44 19-Jun-01 5.00 3.2 90 2960 2960 45 26-Jun-01 6.00 1.2 70 3490 ~ 3490 46 26-Jun-01 5.00 2.6 86 3550 3550 47 26-Jun-01 4.50 4.0 90 3150 3t50 48 26-Jun-01 6.00 3.8 84 3210 3210 49 26-Jun-01 5.00 2.4 86 3200 3200 50 26-Jun-01 6.50 2.8 86 3240 3240 51 27-Jun-O1 3.00 3.6 85 2910 2910 52 27-.Jun-01 4.75 3.8 64 3080 3080 53 27-Jun-01 5.00 4.0 84 2960 2960 54 27-Jun-01 5.00 3.6 84 2980 2980 55 2T-Jun-01 5.00 3.6 88 2990 2990 §6 27-Jun-01 4.50 3.8 87 3050 3050 57 28-Jun-01 4.0D 3.0 88 3910 3910 58 28-Jun-01 5.75 3.6 87 3700 3700 59 28-Jun-01 4.50 3.7 87 3070 3070 60 02-Jul-01 5.25 4.7 82 3150 3150 61 02-Jul-01 4.50 4.9 82 3210 3210 62 02-Jul-01 5.50 5.2 87 2990 2990 63 02-JuI-Ol 5.00 5.1 85 3250 3250 64 02-Jul-01 5.25 5.3 88 2900 2900 4.98 3.4 83 3018 STD. DEV. ^C1318-5.3.1.2 REQUIREMENTS: (5.1) fcr=f'c+ 1.34s (5.2) f'cr -- f'c + 2.33s - 500 7,28 28Day 28 ~.y.__Av~. Avg.13 Rang~ Gain 3720 3890 3805 3B47 170 1.26 3730 3800 3765 3790 70 1.27 4230 4300 4265 3945 70 1.22 4530 4220 4375 ' 4135 310 1.23 4070 4110 .4090 4243 . 40 1.30 4100 3890 3995 4153 210 1.24 4110 4070 4090 4056 40 1.28 3810 3920 3865 3983 110 1.19 4420 4070 4245 4067 350 1.46 3950 3740 3845 3985 210 1.25 3790 3830 3810 3967 40 1.29 3790 3730 3760 3805 60 1.26 3790 3860 3825 3798 70 1.28 4120 4250 4185 3923 130 1.37 4660 4780 4720 4243 120 1.21 4320 4200 4260 4388 120 1.15 4250 4230 4240 4407 20 1.38 4110 3920 4015 4172 190 1.27 3910 4200 4055 4103 290 1.26 3750 3630 3890 3920 120 1.23 4000 4t40 4070 3936 140 1.25 3770 3860 3815 3858 go 1.32 4072 143 1.37 338 3453 3287 Lattimore Materials Company FO. :Box 556-McKinney. Texas 75070-0556 (972) 221-4646' (972) 569~t646 ,~~~Ellerbee-Walczak, Inc. CONSTRUCTION MATFRIA~ TI:$]ING REPORT NO: REPORT OF: FOR: PRO3ECT: DATE.' METHOD: MATER~AL SOURCE: LM01-3749coagg Analysis of Coarse Aggregate 1" - #4 Latttmore Materials Various Projects 71210! ASTM C33, Cl17~ C127 & D75 LattJmore -- Bridgeport Type 1' - #4 SIEVE SIZE 1 1/2" #4 #8 PERCENT PASSING lO0 98.7 51.7 6.2 .8 SPECIFICATIONS PERCENT PASSING 100 95-100 25-60 0-10 0-5 DRY RODDED UNI'T WEIGHT = 110.6 P.C,F. SpEC/FIC GRAVx I 1' -- 2,65 o/o MINUS 200 -- 'S°/° ABSORBT/ON = /Imj Curtis W. Hawk, C.E.T, 6900 So. Freeway. Suite A-1 * Fort Wodh. Texos 76134 Office (817) 293-0111 · Fox (817) 293-.5~4 TEIlerbee-Walcza k, Inc. CONSTRUCTION MATERIALS TESTING REPORT NO: REPORT OF' FOR: PROJECT: DATE: ME'THOD: HATE RZAL SOURCE: LMO1-3756fiugg Analysis of Fine Aggregate Lattlmore Materials Various projects 7/2/Ol ASTM C33f C117~ C128, I)75, 02419 Lattimore - Denton Spec. Sand SIEVE ~4 #8 #16 #30 #10o PERCENT PASSING 97.0 83,9 66.8 47.1 18.6 3.9 FT_NENES~ MODULUS = Z.B3 SPECZFIC GRAVJ.! I' = 2.69 O/o lqINUS 200 -- 1.1°/~ DRY RODDED -- 92.8 ABSORBT'/ON = 1-$°/o SPECZFICATZONS PERCENT PASSZN~ lO0 95-100 80-100 50-85 25-60 5-30 0-10 /Imj Curtis W. Hawk, C.E.T. 6900 So. Freeway. Suite A-1 - Fort Worth. Texas 76134 · Office (817) 293-0111 - Fox (817) 293-5644