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ST9601-CS 980803 (2)'8-0~-1998 3:BSPM FROM TISEO PAVING COMPANY 972 216 5637 P. 2 TISEO PAVING COMPANY ~ ..:~, 419 East Highway 80 P.O. Box 270040 Dallas, Texas 75227-0040 Tel 214-289-0723 Fax 214-216-5637 Monday, August 03, 1998 City of Coppell P.O. Box 478 Coppell, TX 75019 Attn: Larry Davis Senior Inspector Re: Wrangler Drive Please find attached a secondary concrete batch submittal from Pioneer Concrete, to be used on the above referenced project. Pioneer wilt be used if we can not obtain concrete from our primary source, Lattimore Materials. Should you have any questions regarding this matter, please feel free to contact me. Sincerely, Robert Caudill Project Admn. 8-0.a,.-1998 3= ,..58pM FROM T ZSEO PAVING COMPANY 972 216 5637 · ~'//29/19~8 13i 21 214-~1-181~ PlON!~£;~ Pioneer Concrete of Texas, Inc. 240 Singleton Boulevard Dallas, Texas 75212 Date: 7/29/98 Contractor: Tieee Paving Project: Weangler Drive- Cqlpell MIX SPECIFICATIONS: Mix Design # 9339 Strength. 300e Slump: 6" Max, Air WtC Ratio: 8,05 (Gel/Sack) W/C Ridto: 0,5~ O,M,b) Maximum TempeMure: gO Cenuete must be sampled per ASTM C4?~L Test slaeimens must be made and cured per ASTM C-3~. 02 MATERIALS ASTM STANDARDS Cement ASTM r,,-150 Type I Fly Ash ASTM C-618 Type Coarse Aggregate ASTM c-33 IS7 1" Cm AggrllgBte AS'TM C-33 Lightweight ASTM C-a30 Fine Aggregate ASTM G-33 Fine Aggregate ASTM C-33 ' ' ' Admixture AISTM C-4N Type A ~1' D Admixture ASTM r,,j,94 T>-pe ' ' Admixture Am C-2e0 Admixture War WEIGHTS 470 IbS. Cement Ibs. Fly A~h 1840 Ibs. ibs, C.A. C.A. Ibs_ Lt. Wt. 1347 lbs. Sand Ik~. ~ 14.1 oz, Admix oz. Admix 3 or. AEA 212 Ibs. Water Quality Control Depa~ 240 Singleton Blvd. Dellam, Texes 75212 Phon/; (214) 651-8020 FIx: (214) ~51,1810 Quality Ccx~l Manager Gary C DePriest Please mend the Net results from this job to the Quality Control Department 8-04-1998 3: BgPM FROM T ISEO PAVING COMPANY 972 216 5637 214-1~b1-1818 PION!~BR MIx No.: Strength: 3500 A00. Size: Pioneer Concrete of Texas, Inc. Contractoft. Various Job: Various LaI~; VariouS Cement: Fly Ash: Coe~e Aggregate: Coarse Aggregate: FIne Aggregate; Fine Aggregate: AdmiXtutl; Admixture: AEA: Weter, 410 1840 Ib. Ib, "' t347 ib. II}, "'tdT?I' oz. oz. 252 Ib, Stanclsrcl Deviation; 20t Average Strength: 44t0 AC! 5.3~2.1 Requir~-d average strength (1) (Z) 3411 28 Day 3 Consecutive Dee ~ :~ 7 Day ?Day 20D. ev 28 Day Averooe Averme 2/14/88 M 5 3390 3460 4220 4310 4265 4378 2/18/98 55 5 3200 3220 4320 4340 4330 4197 2/21/96 60 5 3140 3010 4410 4490 4450 4348 2/21/98 6t 5 3120 3200 4200 4160 4180 4320 3t/,/96 56 5.25 2690 2740 3790 3760 3775 4135 3/5/98 73 5,5 3410 3270 4160 4640 4700 4216 3/5/98 12 6 3210 3210 4540 4680 4610 4362 3/5/98 73 5.5 3410 3270 4760 4640 4700 4610 3/5/98 72 6 3210 3270 4540 4680 4610 4640 3/5/98 73 6 3950 3820 5480 5210 5345 4685 3/12/98 34 5 4030 4670 4820 4745 4900 ~ 78 4.75 3340 4220 4100 4150 4750 4/2/98 /7 5,5 2860 4110 4060 4o85 4330 4/2/98 79 5.5 2980 3780 3850 3805 4017 4/2/98 50 5.25 2930 3850 3850 36S0 3913 4/2/98 50 5 3040 3840 4140 3990 3~82 4/3/98 73 5.75 3510 3470 4370 4420 4395 4078 4/3/98 71 6 2990 3050 4120 4030 4075 4153 4/3/98 76 6 2830 2960 3690 3720 3705 4056 4/0/88 78 6 3340 3160 4630 4270 4450 4077 4///96 74 5 3850 3r~0 4930 4610 4870 4342 4/7/96 80 5.75 3670 3520 4720 4670 4795 4703 4/'//98 79 5 3010 3820 4030 392,0 3975 4547 4/2/96 76 e 3490 3680 4746 4330 4535 4435 4/1/96 80 5 2710 2830 3830 3560 3695 4068 3/31/98 70 5 3590 3830 4610 4450 4530 4253 4/2/98 72 5 3510 3460 4360 4080 4220 4146 4/2/98 76 5 3120 3080 4330 4160 4Z45 4332 416t98 79 5.75 3810 3700 4750 4410 4560 4348 4/N98 79 5 3780 3570 4750 4360 4555 4460