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Valley R Baptist 2-CS020809�c_ c;'�991`1 �2 X32 107:52 9728382299 CALHAR CONSTRUCTION Cafflar Construction, Inc. CalHar Construction, Inc. 2138 Ca1Har Drive Melissa, TX 75454 Tel: 972 - 838 -2888 Fax: 972 -838 -2299 RAGE 01 Facsimile Transmittal From. Dee Dee Warren To.' Rick Odell Company City of Coppell - Engineering Dept. Phone. 972 - 304 -3684 Fax: 972 -304 -3570 Ref Valley Ranch Baptist Church Date. 819102 Pages 7 Iu this cor Page Comments: Following are our concrete batch mix designs for cast-in-place concrete sanitary sewer manholes and storm drainage inlets. Our Trench Safety Plan will be dropped off at your ojfice this afternoon. Ijyou need anp additional information, please do not hesitate to call. s /09i 2002 1Vi; 52 ■N aa• n 9728392299 CALHAR CONSTRUCTION HanaAn Concrete South Central, Inc. 6505 Freeport Pkwy N. Ste 200 Irving, Texas 75063 U.S.A. Tel: (972) 621.0345 Fax:(972) 621.0280 MIX CONCRETE MUST BE SAMPLED PER ASTM C - 172. TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C - 31. M rAbPARD .Y ASH )ARSE AGGREGATE )ARSE AGGREGATE NE AGGREGATE NE AGGREGATE iGHTWEIGHT AGGREGATE ASTM C - 150 TYPE ASTM C - 616 TYPE ASTM C - 33 A57M C - 33 ASTM C - 33 ASTM C - 33 ASTM C - 330 #57 V ASTM C - 484 TYPE A or i) ASTM C - 494 TYPE ASTM C - 260 EI 423 LBS. CEMENT LOS. FLY ASH 1840 LBS.C.A LOS. C.A. 1386 LOS. SAND LBS. SAND LBS, LT. WT. 12.7 OZ. ADMIX. oz. ADMIX. " + oz. A.E.A. LOS 252 LBS, WATER PAGE 011 PLEASE SEND THE TEST RESULTS FROM THIS PRoieCT TO THE QUALITY CONTROL DEPARTMENT. QUALITY CONTROL DEPARTMC 240 SINGLETON BLVD. DALLAS, TEXAS 75212 TEL (214) 651.8020 FAX:_(2UL65l -1610 V ffi_-_ T !J ?1'0 1 11 2002 10: F'2 1j7, -,R 382'C'99 CALHAR CONSTRUCTION Pioneer Concrete of Texas, Inc, Mix No,: 9327 Strength: Agg, S40: � Contractor: Various Job: Various Lab: arlous PAGE 03 Cement: 423 Ib. Fly Ash: Ib. Coarse Aggregate: 1840 lb. Coarse Aggregate: lb. Standard Deviation: 331 — Fine Aggregate: 1388 Ih. Average Strength: Fine Aggregate: lb. Admixture: 12.7 oz. ACI 5.3.2.1 Required average strength. Admixture: oz- (1) 34 44 (2) 3272~ AEA: 2.8 oz. Water: 252 lb. 28 Day 3 Consecutive Qgtg Temp. Slump 7 Dav 7 av 28 Do v 28 DaY Avaral; Average 5/18198 86 5 2900 3150 3840 3920 3880 3532 5118/98 84 5.5 3040 3160 3660 3780 3720 3630 5/18198 85 575 2870 2620 3570 3640 3605 3735 7/16f99 89 5 2640 2540 3410 3430 3420 3682 7123/99 85 5 2830 3630 3480 3555 3527 9117199 87 5.5 2910 3760 3720 3740 3572 918100 83 5 2840 3180 3690 3560 3625 3640 9/21100 88 5.2.5 2680 3520 3520 3520 3628 3/22/01 81 5.75 2360 2320 3580 3550 3565 3570 415101 64 4 3450 3440 4020 4210 4115 3733 4/10/01 78 4.75 3310 3450 4180 4220 4200 3960 4110/01 67 8 3320 3260 4090 4050 4070 4128 4110101 67 6 3210 3350 3690 3690 3690 3987 4/10/01 67 5 3050 3050 3580 3670 3625 3795 4/18101 70 5 3460 3440 4720 4740 4730 4015 4125/01 68 5.5 3580 3490 3940 4030 3986 4113 4125101 73 5.75 3060 2980 3400 3430 3415 4043 4125101 74 5 2910 3000 3500 3460 3480 3627 4/25/C1 78 5.25 3510 3520 3950 4010 3980 3625 4/25/01 48 5 3800 3820 4220 4290 4255 3905 4/30101 78 525 2570 2550 3530 3980 3755 3997 511101 86 5.5 2710 2930 3600 3570 3585 3865 513/01 82 3 2960 2920 4390 4330 4360 3900 5/11/01 83 5.5 2940 2940 3390 3430 3410 3785 5/11101 83 4.75 2460 2840 3420 3490 3455 3742 5/15/01 82 5.75 2880 2990 3750 3570 3660 3508 5/15!01 82 5 3080 2950 3780 3770 3775 3630 5115101 83 5.5 3710 3770 3420 3270 3345 3693 5118/01 84 6 2680 2770 3380 3340 3380 3493 5118/01 84 4.5 2830 2920 3650 3710 3080 3462 HS/09/?A0 I0: 52 arr rr• "'Hanson 9728382299 CALHAR CONSTRUCTION Hanson Conorsts south Central, Inc. 8505 Freeport PkWy N. Ste 200 Irving, Texas 75063 U.S.A. Tel: (972) 021 -0348 Fax:(972) 621 -0290 AL MIX CONCRETE MUST BE SAMPLED PER ASTM C - 172. TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C - 31. Y MIX CONCRE PAGE 04 ATE IAL ASTM ST DS EMENT ASTM C -160 TYPE I _Y ASH ASTM C - 616 TYPE OARSC' AGGREGATE ASTM C - 33 OARSE AGGREGATE ASTM C - 33 INE AGGREGATE ASTM C - 33 INE AGGREGATE AOTM C - 33 IGHT AGGREGATE ASTM C • 330 RE ASTM C - 494 TYPE A .�.,. r D RE ASTM C - 494 TYPE RE ASTM C - 260 WEIGHTS 564 LBS. CEMENT LBS. FLY ASH 1960 LBO. C.A. LOS. C.A. 1122 LOS. SAND � L93.SAND LEI& LT. WT. 16.9 OZ. ADMIX, oz. ADMIX. 3.7 OZ. A.E.A. LOS 232 LBS. WATER PLEASE SEND THE TEST RESULTS FROM THIS PROJECT TO THE QUALITY CONTROL DEPARTMENT. QUALITY CONTROL DEPARTME NT 240 SINGLETON BLVD. DALLAS, TEXAS 75212 TEL: (214) 651 -0020 FAX; 21 t 651 .1810 II �I r �� /a_ n2 X25/24102' 10:52 9 12 ' R382259 CALHAR CONSTRUCTION Pioneer Concrete of Texas, Inc. Mix No.: 9363 Strength 4000 Agg. Siz Contractor: various Job: Various Lab Vaf OUR PAGE 05 Cement. 564 lb. Fly Ash: tb. Coarse Aggregate �� 1840 W. Coarse Aggregate lb Standard Deviation: 645 Average Strength: Fine Aggregate: lb. Fine Aggregate'. lb. Admixture: 16.9 oz. ACI 5.3.2.1 Required average strength. Admixture: oz. (1).... 4665 $ AEA: OZ. (2) 5003 pai Water. 252 lb. 28 Day 3 Consecutive Data TgmB. I m 7 pev Lay 2. Day 28 DaX 60—ra Ayereo 9/21 /01 /01 84 5.5 4200 4110 4910 4810 4860 4697 9124/01 84 6.25 4170 4870 5220 5045 4900 9/24101 81 5.5 4530 5490 5780 5635 5180 10/17101 88 5 3870 3750 4620 4510 4866 5115 10/17/01 90 5 3630 3560 4670 4350 4510 4937 10119/01 Be 5 4420 4700 5360 5240 5300 4825 10/19/01 87 5.75 3850 3820 4430 4450 4440 4760 10/20101 84 4.75 3750 3810 4590 4650 4620 4787 10120/01 Be 525 3990 4100 4630 4840 4685 4682 117102 43 2.5 5320 5220 5490 6500 5495 4933 1/22/02 65 2.75 4540 4450 5670 5550 5610 5263 214/02 60 3 4740 5570 5260 5415 5507 2/8/02 65 2.75 4540 4580 5470 5580 5525 5517 2112102 55 4.25 4910 4990 5600 5290 6445 5462 2114102 65 3 4400 4270 5030 5130 5080 5350 220102 64 5.5 3970 3930 5530 5270 5400 5308 2f28/02 63 3 4730 4630 5500 5400 5450 5310 3/22/02 66 35 4300 4420 6610 5510 5510 5453 3127/02 76 4 5320 8420 6430 8425 5795 3128102 72 4 3940 4510 4440 4475 5470 3/29102 74 4 4820 6920 6080 6000 5633 3/29/02 80 3.15 3510 3890 4630 4540 4535 5003 4/1/02 80 4 4000 4810 4500 4656 5063 412102 77 3.75 4760 5560 5800 5680 4957 4/2/02 78 625 5160 6460 6310 5385 5573 4/3 88 4 4420 6020 5820 5920 5995 414102 67 4 6100 6220 6540 6380 6228 4/4102 75 3.5 4560 4890 5820 5690 5755 6018 4/5102 64 3.75 5510 6260 6600 6430 6188 4/10102 75 4 3230 2920 4240 4390 4315 5500 PAGE 05 (u H . /J9!2 % 10:52 sew Hanson CALHAR CONSTRUCTION Hansen Concrete South Cs"tral, Inc. 6505 Freeport Pkwy N. Ste 200 Irving, Texas ?6085 U.S.A. Tel; (972) 621 -0345 Fax: (972) 621 -0260 AL FOR READY CONCRETE MUST BE SAMPLED PER ASTM C - 172. TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C - 31. „ : it ZF E IHO LY ASH AGGREGATE AGGREGATE ASTM C -150 TYPE I ASTM C - 618 TYPE ASTM C - 33 ASTM C-33 AGGREGATE AGGREGATE ASTM C - 33 ASTM C-33 #5T 1" LIGHTWEIGHT AGGREGATE ASTM C - 330 ADMIXTURE ASTM C - 494 TYPE A or 0 ADMIXTURE ASTM C - 494 TYPE ADMIXTURE ASTM C • 260 ADMIXTURE WEI HTS 511 LOS. CEMENT LOS, FLY ASH 1640 LOS. C.A. LOB. C.A. 1229 LOS-SAND LBS.SAND LOS. LT. WT. 18.3 OZ. ADMIX. OX. ADMIX. 4 � OZ. A.E.A. LOS 252 LOS, WATER PLEASE SEND THE TEST RESULTS FROM THIS PROJECT TO THE OUALITY CONTROL DEPARTMENT. QUALITY CONTROL PARTMENT 240 SINGLETON BLVD. DALLAS, TEXAS 75212 TEL: (214) 651 -6020 FAX: (2 65 1 -1810 PAGE 06 iiR 091 2082 10: 52 9728382299 CALHAR CONSTRUCTION Pioneer Concrete of Texas. Inc. Mix No.: 9375 Strength: 4$00 Agg, Size: `� Contractor: Various Job: Various Lob: Various PAGE 07 Cement: 811 1b, Fly Ash: Ib. Coarse Aggregate. 1840 Ib. Coarse Aggregate: Ib. Standard Deviation: 583 Ib. Average Strength: Fine Aggregate: 1229 Fine Aggregate: Ib. Admixture: 18.3 oz. ACI 5.3.2.1 Required average strength Admixture: oz. 0)3249 N AEA: 4 oz. (T) 5312 p� 1 Water: 252 Ib. 28 Day 3 Consecutive Q tj Temp, % 7 Day 7_QM 28 Da v 28 Da X AyAr = Average 6120101 88 3 3440 3570 4710 4750 4730 5072 6/20/01 88 3 3470 3620 5220 5120 5110 5047 8/16101 92 5.25 4640 4360 6000 5710 6855 5252 8/16/01 95 3.5 4040 3980 5170 5270 5220 5416 11/2101 75 4.75 4560 4390 5840 5890 5865 5647 11/7/01 77 4 4750 4730 5450 5370 5410 5498 1117/01 82 5 3740 4610 4660 4635 5303 1117101 82 5 3860 3810 4630 4690 4660 4902 11/6101 70 3 4470 4370 6950 5270 5610 4968 12/4/01 61 36 4220 4340 4870 4720 4795 5022 12/5101 3 4890 4670 5480 5750 5615 5340 12/8/01 82 2.5 4780 4630 5830 $790 5810 5407 12/15/01 60 4.25 4090 4220 4900 4820 4860 5428 12/18/01 66 4 4760 4220 5700 5840 5770 5480 12/18/01 56 5 4390 4390 4990 5180 5085 5238 12/18/01 56 2.75 4320 4280 5440 5590 5515 5457 12121101 68 35 4490 4430 5720 5290 6505 5368 12/28/01 58 3.75 5020 5510 8030 5940 5985 5668 1/23102 79 315 5370 5520 6580 8410 6495 5995 1/25/02 75 3 4860 4800 6030 6010 8020 6167 2112/02 66 4.5 3780 3810 4920 4890 4905 5807 2/15/02 OS 4.5 4340 4240 5760 5410 5585 5503 315102 66 2.6 5340 5370 7020 6880 6950 5813 316102 68 3 4360 4300 5180 5240 6210 5915 4122/02 85 4 4260 4520 5420 5290 5355 5838 5/22102 88 2.75 4310 4360 6540 5660 5600 5388 5/30!02 83 25 5010 5080 8280 6290 6285 5747 6/7102 93 3 4940 4710 6000 8030 6015 6967 5/14102 84 3.75 4120 4290 4800 4990 4895 5732 5/14/02 85 4 4280 4300 5230 5130 5180 5363 PAGE 07