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Freeport NIP(2.8)-CS040429
04/29/2004 09:~0 2146091066 POTTER CONORETE PAGE 02/03 Southern Star Concrete, ~uatlfy Contel Phone: ~14) 651-~0 F~: (ZI4) 651-1810 FO~L ~m DESIGN FOR ~'~ CO~C~ ~ompr_~.t~ve ,~lren~ll: I 4000 Air Content; ] 4~5°'/e ump Range (inches); 5 ".Maximum Ret: ACI 305 / 306 W;Cm 5.24 evaluated in aeeardsnee With ASTM C 1'72, C $~, C 39, C 94 and ACl 318, and when thc rccammcnded procedures for cured in strict aee~rdanc~ ~fith Section lO ur ASTM C 31-03, ~:ATER1AL REO~RE~TS ent ASTM C ] ~ T~e [/ii 564 i~, Fine Aggregate AS~rM C 33 Sand 1203 0 Ib~. 0 lbs, Admixture ASTM C 494 Typ~ A or D I(~-~} oz. WR _ Air En~mning Ageot n~ c 260 AEA 2.8 oz, Air Water A~I-M C ~ 262 ]b~. Tim Kaiser M*nager of Quallty Services Basis for Selection ~I' Mix No. 7723 DesiSn Strength: ~1000 psi Data Regrasenes; 2__55 TP-~ ACI 311, Section $3.2.1 (8-1) Required ~refll~th: 4634 psi I 12/12/'2002 6.00 71 3'~ lo 3210 3210 6060 6040 60SO 20 6050 _~ 01/0~/2003 5,00 65 3910 3910 3910 4720 4780 47~0 60 919 5400 3 01/09~2003 7.00 64 3370 3440 3410 4990 ~0~0 5040 5280 90 682 · I 01/2]/2003 8.50 62 2~80 2960 2920 4880 4970 4930 49]0 90 5~4 $190 s 01~5f200~ 5,00 54 3690 3690 ~690 ~320 5530 5430 5130 210 517 5240 6 01/3I/~003 5.00 58 3960 3960 3960 5030 4990 5010 ~120 4~ 472 7 ~tl 1~003 6.00 85 4030 4030 4030 4780 4900 4~40 5~0 1~0 452 5150 ~ ~0~003 4.00 82 3500 35~0 3~0 4990 4730 4~ 4900 260 431 Sl10 o 04/2a~003 4.00 68 340~ 3450 3~0 4990 4935 4960 4890 55 406 ~o ~/26~003 ~.~ 86 3390 3450 3420 488o 4990 4940 4920 IlO 386 11 Q4127/2~3 ~.50 gO 40~0 4160 ~110 5500 5450 8480 5130 rio 385 5120 12 05/0U2003 5.00 80 4338 4330 4330 5050 5200 5130 ~180 150 368 5120 i3 05/0~003 ~.50 85 a390 4480 4440 5210 5040 5130 5250 170 352 14 05/03~002 3.50 70 ~0 5100 5170 6310 5890 6100 5450 ~20 428 t~ 08/01/2003 5.25 88 4.6 4070 4050 4~0 4900 48~0 4890 5370 30 419 5170 ~o 0~/01/2003 4,75 87 4.8 42~0 a270 4280 5220 5~60 5190 5390 60 4~5 5170 ~ 08/01~003 5.00 88 4.3 3520 3420 3470 4190 4240 4~0 4770 ~0 455 SIlO ~g 09/05~003 5.25 84 3.7 39~0 4110 40'20 4960 4850 4910 4770 110 a~ 5100 1') 09/05/2003 4.75 84 4.4 4200 3950 4080 020 5130 ~030 4720 210 432 51OO zo 09/0~2003 5.50 90 4.4 4800 4660 4730 5800 5930 5820 5250 ~0 4~0 ~i40 ~ 09/06/2~3 5+75 89 4.1 4920 4960 4~0 5670 5860 5770 5540 190 460 S170 22 09/06~003 5.50 ~ 4.8 3780 3860 3820 4940 4970 0~0 5520 30 451 5160 23 09/09~3 6.00 89 4.8 3700 1030 3870 5020 4900 4960 5230 120 443 5150 ~ 09/09~003 6,2~ 95 4.8 4~80 4380 4330 5420 5480 S450 5t20 60 437 5160 25 11/05/2003 5.~ 76 5.1 3620 41~ 3880 4330 4320 1330 0910 I0 459 5130