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Lam Lee Add-LR000127 onset South Central, Inc, 240 Singleton Boulevard Dallas, Texas 75212 Date: 112712000 Contractor: Kaufman Co. Project: Lam Lee Distribution Center ,MIX SPEClFlCATIO, NS: Mix Design # 9327 Strength: 3000 psi Pavina Slump: 5" Max. Air: 3-6% w/c Ratio: 6.72 (Gal/Sack) W/C Ratio: 0.60 (Lb/Lb) Maximum Temperature: 90 Concrete must be sampled per ASTM C-172. Test specimens must be made and cured per ASTM C-31. MATERIALS ASTM STANDARDS WEIGHTS Cement ASTMC-150 Type I 423 lbs. Cement r~ Fly Ash ASTM C-618 Type lbs. FlyAsh Coarse Aggregate ASTM C-33 #57 1" 1840 lbs. C.A. Coarse Aggregate ASTM C-33 " lbs. C, A. Lightweight ASTM C-330 lbs. Lt'. Wt. Fine Aggregate ASTM C-33 1386 lbs. Sand Fine Aggregate ASTM C-33 - lbs. Sand Admixture ASTM. C-494 Type A or D 12.7 oz. Admix Admixture ASTM C-494 Type OZ, Admix Admixture ASTM C-2e0 2.8 Oz. AEA Admixture -- Water 252 lbs. Water Quality Control Department Q~.. y Control Manager 240 Singleton Blvd. / · Dallas, Texas 75212 ~'Gary C ~ePriest Phone: (214) 851-8020 Fax: (214) 651-1810 Please send the test results from this job to the Quality ContrOl Department. Pioneer Concrete of Texas, Inc. Mix No.: __ 9327 Contractor: Various Strength: 3000 Job: V--arlous - Agg. Size: 1~' Lab: VariOus Cement: 423 lb. Fly Ash: lb. Coarse Aggregate: t84~-lb. Coarse Aggregate: lb. Standard Deviation: 313 Fine Aggregate: t38~ lb. Average Strength; - ;159{) Fine Aggregate; lb. Admixture: t 2,7- oz. ACl 5.3.2.1 Required average strength. Admixture: , oz. (1) 3419 AEA: __ 2,8 oz. (2)__ 3221t Water: 252 lb. 28 Day 3 Consecutive Del~ Temp. Slump 7 Day ~ 28 Dqy 28 D{ty Averaoe Avera~]e 1/12/1998 77 4 2830 3890 3860 3875 3782 2/7/1998 56 5.5 2260 2400 3250 3080 .3165 3618 2/7/1998 57 4.5 2470 2540 3500 3390 3445 3495 3/12/1998 67 4.5 2890 2740 3430 3170 3300 3303 3/12/1998 60 4.5 2920 3060 3850 3550 3700 3482 3/12/1998 68 5.25 2620 2770 3570 3630 3600 3533 3/3/1998 58 4.75 2080 1840 3070 3120 3095 3465 3/5/1998 71 4.75 2980 2880 3770 3780 3775 3490 3/5/1998 71 5.5 2520 2610 3410 3470 3440 3437 3/5/1998 73 4.5 3990 4260 4800 4960 4880 4032 3/5/1998 74 5 2640 2700 3500 3360 3430 3917 3/12/1998 59 5.75 2310 2510 3470 3680 3575 3982 3/1 3/1998 68 6 2410 2490 3380 3310 3345 3450 3/24/1998 61 4.75 2750 3750 3820 3785 3568 3/24/1998 73 4 3010 3570 3640 3605 3578 3/24/1998 72 4.5 2750 3490 3440 3485 3618 3/24/1998 78 5.25 2630 3560 3610 3585 3552 3/28/1998 85 4.75 3080 3240 3780 37~;0 3765 3905 3/26/1998 69 5.25 2310 3380 3470 3425 3592 3/26/1998 71 5.25 2580 3450 3540 3495 3562 4/24/1998 64 5 2460 2690 3590 3770 3680 3533 4/24/1998 72 4.75 2720 . 2730 3800 3460 3630 3802 4/24/1998 74 5.25 2440 2560 3400 3450 3425 3578 5/6/1998 82 6 2730 2590 3210 3370 3290 3448 511811998 86 5 2900 3150 3840 3920 ' 3880 3532 5118/1998 84 5.5 3040 3160 3660 3780 3720 3630 5/18/1998 85 5.75 2670 2520 3570 3640 3605 3735 7/16/1999 89 5 2640 2540 3410 3430 3420 3582 7/23/1999 85 5 2830 3630 3480 3555 3527 9/17/1999 87 5.5 2910 3780 3720 3740 3572 oi/27/2ooo 15:i5 214-6si-1@io PIONEER PAGE 84 ioneer South Central, Inc ..... 240 Singleton Boulevard Dallas, Texas 752'12 Date: 112712000 Contractor: Kaufman Co. Project: Lam Lee Distribution Center MIX SPECIFICATIONS: Mix Design # 9349 Strength: 4000 psi Slump: 5" Max. Air: w/c Ratio: 5.81 (Gal/Sack) W/C Ratio: 0.51- (Lb/Lb) Maximum Temperature: 90 Concrete must be sampled per ASTM C-172. Test specimens must be made and cured per ASTM C-31. .MATERIALS ASTM STANDARDS WEIGHTS Cement ASTM C-150 Type ! S17 lbs. Cement Fly Ash ASTM C-618 Type lbs. Fly Ash Coarse Aggregate ASTM C-33 #57 1" 1840 lbs. C.A. Coarse Aggregate ASTM C-33 lbs. C_ A. Lightweight ASTM C-330 lbs. Lt. Wt. -~ Fine Aggregate ASTM C-33 1448 lbs. Sand Fine Aggregate ASTM C-33 = lbs. Sand Admixture ASTM C-494 Type A or D 15.5 oz. Admix Admixture ASTM C-494 Type oz. Admix Admixture ASTM C-260 -- oz. AEA Admixture Water 266 lbs. Water QUality Control Department Q~, lity Control Manag_~r 240 Singleton Blvd, Dallas, Texas 75212 ( Gary C/DePriest Phone: (214) 651-8020 Fax: (214) 651-1810 Please send the test results from this job to the Quality Control Department. 81/27/2888 15:15 2i4-651-1810 PIONEER PAGE 05 Pioneer Concrete of Texas, Inc. Mix No.: 9349 Contractor: Various Strength; 4000 Job: Various Agg, Size: 1" Lab: Various Cement: 617 lb. Fly Ash: lb. Coarse Aggregate: t 840 lb. Coarse Aggregate: '--lb. Standard Deviation: 402 Fine Aggregate: 1448 lb. Average Strength: 6181 .Fine Aggregate: lb, -- Admixture: 15,6 oz. ACI 5.3.2.1 Required average strength. Admixture: oz. AEA: oz, (1) 4639 psi Water:. 266 lb. (2) 4436 psi 28 Day 3 Consecutive Date ~ ~ 7 Day 7 Day ~ 28Day Averaoe ~ 6/22/1999 83 5 3820 5110 4650 4880 4735 6/22/1999 80 5 3500 4600 4520 4660 4838 7/2/1999 95 4 4320 4210 4520 4370 4445 4662 7/13/1999 96 6 3920 3800 4260 4330 4295 4467 7/19/1999 89 5 4440 4520 5060 ' 5470 5265 4668 7/22/1999 5 4230 4130 4840 4490 4665 4742 7/22/1999 76 5 3920 4010 5120 4870 4995 4975 7/22/1999 89 6 4510 4320 4860 4760 4810 4823 8/13/1999 92 5 4320 4170 4700 4610 4655 4820 8/17/1999 83 5 3740 3820 5060 5110 5085 4850 8/25/1999 93 5 4200 4130 5390 5260 5325 5022 9/2/1999 86 5.5 4460 4320 5460 5570 5515 5308 9/2/1999 89 5 4480 4320 5280 5070 5175 5338 9/2/1999 90 5,5 4480 4330 5370 5160 5265 5318 9/16/1999 88 5,25 4630 5470 5210 5340 5260 9/17/1999 91 5 4300 4220 5120 4920 5020 5208 9/30/1999 74 5 4500 4420 5760 5820 5790 5383 9/30/1999 75 5.5 4880 4550 5580 5640 5610 5473 9/30/1999 75 4.5 4740 4600 6070 6110 6090 5830. 10/26/1999 74 4 4480 4320 5570 5810 5690 5797 10/22/1999 82 4.5 5050 4840 5340 5290 5315 5698 10/8/1999 6 4070 4110 4850 4950 4900 5302 10/8/1999 79 4.5 4340 4220 4860 4920 4890 5035 10/1/1999 88 5 4110 4090 5120 5210 5165 4985 10/1/1999 86 5 3720 3900 5050 5120 5085 5047 10/5/1999 75 6 4160 4220 5170 5040 5105 5118 10/5/1999 75 6 4100 4210 5300 4910 5105 5098 t 0/5/1999 79 5.5 4840 4990 5370 5510 5440 5217 10/7/1999 83 6 4290 4210 5270 5490 5380 5308 10/8/1999 84 5.25 4580 4670 5620 5520 5570 5463