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Lam Lee Add-LR000201 9?2 ~4~ 22?0 Feb O1 O0 08:5~a K~man & ~illiams, LLP (~)34G-2270 p.1 FAX TRANSMITTAL IDate: 2/1/00 I Original to follow by mail lyes no xx Larry Davis Melbe Collins of Coppel / Engineering] Fax number: )72/304-3570 Fax number: 972/346-2270 Mix Desi~lns Lam Lee Warehouse Comments: I P.O. Box 309 - Frisco, Texas 75034 · 972.346.2110 ° Fax 972.346.2270 Feb 01 O0 08:54a KauCman & Williams, LLP (~2)346-2270 81/27/2888 15:15 214-65..al8 PIONEER i PAGE 82 Pioneer South Central, Inc. ,-. 240 Singleton Boulevard "' Dallas, Texas 76212 Date: 1/27/2000 Contractor: Kaufman Co. ' "' Project: Lam Lee Distribution Center ,MIX SPECIFICATIONS: Mix Design # 9327 Strength: 3000 psi Pavina Slump: $" Max. Air: 3-6% W/C Ratio: 6.72 (Gal/Sack) W/C Ratio: 0.60 (Lb/Lb) Maximum Tamperature; 90 Concrete must be s~amPled per ASTM C-172. Test specimens must be made and cured per ASTM C-31. MATERIALS ASTM STANDARDS WEIGHTS Cement ASTM C.150 Type I 423 lbs. Cement Fly Ash ASTM C-618 Type lbs, Fly Ash Coarse Aggregate ASTM C-33 #57 1" 1840 lbs. C.A. Coarse Aggregate ASTM C-33 " lbs. C.A. Lightweight ASTM C-330 lbs. Lt. Wt. Fine Aggregate ASTM C-33 1386 lbs, Sand Fine Aggregate ^$TM 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 0-260 ...... Admixture ........ Water 252 lbs. Water Quality Control Department Q/U~., Y Control Manager 240 Singleton Blvd. ,/ , Dallas, Texas 75212 ~/.~/ ~ /~~E~ d"'Gary C ~ePriest Phone: (214) 651-8020 Fax: (214) 651-1810 Please send the test results from this job to the Quality Control Department. Feb 01 O0 08:55a Ka~man & Williams, LLP (~2~346-2270 p.3 01/27/2~0e 15:15 214-651. ~810 PIONEER PAGE 03 Pioneer Com~rete of Texas, Inc, Mix No.: 9327 Contractor: Various Strength: 3000 Job: Various Agg. Size; 1" Lab: Vad~s Cement: 423 Fly Ash: lb. Coarse Aggregate: ' t840 It). Coarse Aggregate: lb. Standard Deviation: 3t 3 Fine Aggregate: __ '1386 lb, Average Strength: Fine Aggregate: lb. Admixture: 12,7 oz, ACI 5.3.2,1 Required average strength. Admixture: oz. AF;A: " 2,8 OZ. (2) ._ 322i~ Water: 282 lb. 28 Day 3 Consecutive ~ Tamp. Slump ~ ~ 28 Day ~ Averaoe Averaae 1/12/1998 77 4 2830 3890 3860 3875 3782 2/7/1998 58 5.5 2260 2400 3250 3080 3165 3618 2/7/1998 57 4,5 2470 2540 3500 3390 3445 3495 311211998 67 4,5 2690 2740 3430 3170 3300 3303 3/12/I 998 O0 4.5 2920 3060 3850 3550 3700 3482 3112/1998 08 5,25 2020 2770 3570 3030 3000 3533 3/311998 58 4,75 2080 1840 3070 3120 3095 3405 3/5/1998 71 4.75 2980 2880 3770 3780 3775 3490 315/1998 71 5, 5 2520 2810 3410 3470 3440 3437 3/5/1998 73 4_5 3990 4260 4800 4960 4880 4032 3/511998 74 5 2640 2700 3500 3360 3430 3917 3/12/1998 59 5.75 2310 2510 3470 3680 3575 3962 3/13/1998 68 6 2410 2490 3380 3310 3346 3450 3/24/1988 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 3405 3018 3/24/1998 78 5.25 2630 3560 3610 3585 3552 3/26/1898 85 4.75 3080 3240 3780 3750 3785 3605 3/26/1998 88 5,25 2310 3380 3470 3425 3592 3/28/1998 7t 5.25 2.~80 34,~0 3640 3495 3562 4/2411998 84 5 2460 2680 3590 3770 3680 3533 4/24/1998 72 4.75 2720 · 2730 3800 3460 3630 3602 4/24/1996 74 5.25 2440 2500 3400 3450 3425 3378 5/6/1998 82 6 2730 2590 3210 3370 3290 3448 5/1 i~/1998 86 5 2900 3150 3840 3920 3880 3532 5/1811998 84 5,5 3040 3160 3680 3780 3720 3830 511811998 85 5.75 2670 2520 3570 3840 3605 3735 7/10/1899 88 5 2640 2540 3410 3430 3420 3582 7/23/1 ggg 85 5 2830 3630 3480 3555 3527 g/17/1999 87 5.5 2810 3760 3720 3740 3572 Feb O! O0 08:55a Ka~b~t~man & bJ~l !lams, LLP (~2)3~6-2270 p. ~ ~ PA61~ 04 01/2~/~000 15:15 214-651--@10 PIONEER , Pioneer South Central, Inc. 240 Singleton Boulevard Dallas, Texas 75212 Date: '1/27/2000 Contractor: Kaufman Co. Proiect: Lam Lee Distribution Center MIX SPECIFICATIONS: Mix Design # 9349 Strength: 4000 psi Slump: S" Max. Air: WlC Ratio: 5.81 (Gal/Sack) W/C Ratio: ' ~.51 (Lb/Lb) Maximum Temperature: ~0 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 I S17 lbs. Cement Fly Ash ASTM C-e18 Type lbs. Fly Ash Coarse Aggregate ASTM C-33 #~i7 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 1S.S oz. Admix Admixture ASTM C-494 Type oz. Admix Admixture ASTM C-2e0 OZ. AEA Admixture Water 266 lbs. Water Quality Control Department Q~lity Control Mana~r 240 Singleton Blvd. (~.~,~C~ DeP~r e~~ Dallas, Texas 75212 i Phone; (214) §51-e0zo Fax: (214) 651-1810 Please send the test results from this job to the Quality Control Department. Feb O1 O0 08: SSa Ka~,t~man & Williams, LLP (~,~2)346-2270 p.S I PAGE 85 01/2~,/2000 15:15 214-G51-~818 PIONEER ' Pioneer Concrete of Texas, Inc. Mix No.: 9349 Contractor: Various Strength: - 400_0. ' Job: Various , Agg. Size: 1" Lab: Various ,_ _ Cement: 617 ID, Fly Ash: ~ th. Coarse Aggregate; 154~' lb. Coarse Aggregate'. lb. Standard Deviation: 4{)2 Fine Aggregate: t44a'" lb. Average Strength; 5.!61 .Fine Aggregate: lb, Admixture: ' t5,6 oz, AC[ 5.3.2.1 Required average strength. Admixture: oz. AEA: oz, (I) 4539 psi Water: Zes' lb. (2) 4436 psi _ _ 28 Day 3 Consecutive Date ~ ~lump 7_Day 7 Day 2_28 I~y 28Da~ ~ ~ 612211999 83 ~; 3620 5110 4650 4880 4735 6122/1999 60 5 3500 4800 4520 4060 4838 7/2/1999 95 4 4320 4210 4520 4370 4445 4662 7113/1999 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 8/1311999 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/Z/1999 86 5.5 4460 4320 5460 5570 5515 5308 9/211999 89 5 4480 4320 5260 5070 5175 5338 9/2/1999 90 5,5 4480 4330 5370 5160 5265 5318 9/1611999 88 5,25 4630 5470 5210 5340 5260 911711 ggg 91 5 4300 4220 5120 4920 5020 5208 9/3011999 74 5 4500 4420 5760 5820 5790 5383 913011999 75 5.5 4880 4550 5560 5640 5610 5473 9/3011999 75 4.5 4740 4600 0070 6110 0090 5830 10/26/1999 74 4 4480 4320 5570 5810 5890 5797 1012211999 82 4.5 5050 4840 5340 5290 5315 5698 10/8/1999 6 4070 4110 4850 4950 4900 5302 10/8/1 ;)99 79 4,5 4340 4220 4860 4920 4690 5035 10/1/1999 68 5 4110 4090 5120 5210 5185 4985 10/1/1999 86 5 3720 3900 5050 5120 5085 5047 1015/1999 75 6 4180 4220 ,6170 5040 5105 5118 1015/1999 75 6 4100 4210 5300 4910 5105 5098 10/5/t999 79 5.5 4840 4990 5370 5510 5440 5217 10/711999 83 8 4290 4210 5270 5490 5380 5308 10/811999 84 5,25 4580 4670 5620 5520 5570 5463