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Lam Lee Add-LR000302Mar- 08 O0 12: l~p KauFman & Williams, LLP (9?2)346-22?0 ,~ .p~E~... '. ~ . ...~.... ~ '.. Piolr 8ou~ Cent, In~. 2~ 61~le~ B~everd DMIM. Te~e 76212 Contr~or: Ki~tli~ ~o. Pr~: Lira ~ ~b~ ~r MiX SPECI~CA~S: Mix Design ~ -- ~3 _ 8tmng~: ~ ~ (6~ Flex Ce~ Point) Slump: 4" . W~ R~: C~m~ m~t ~ ~ ~ ASTM C.172. TaM .~i~ns m~t ~ ~e end ¢~ ~r ~ C-31. ~IGHTS , ASTM ST~DARDS AS~M C-~ Ty~ ! ~{bs. Cement Ce~nt - lbs. Fly Ash Fly ~h ASTM C~1~ Ty~ _ ' ....... Co~ ~gre~te A~ C.SS ~7 I 112" t~ lbt. C.A. ~ lbs. C.A. IbI. Lt. Wt. Ligh~igM As~ c.=~o- 12~0 ~s. Send Fi~ ~mgate ASTM C-~ ~ ~ -- lbs. Sand Fi~ ~a~ ASTM C-~ ' Admi~um ASTM ~ T~ A or D 16,9 oz. Admix " o[. A~mix A~i~ure ASTM C~ Ty~ 3.7 OZ. AEA Admi~um A~TM ~mi~um - 2M Ihs. Wirer W~er Quali~ Control Depad~nt ~ity Control Dallas, Texas 75212 ~~ ~-GaW q DePriest Fax: (2t4) ~1-1610 Ple~e ~nd ~e t~t ~ul~ f~m ~e Job to ~e Qu~ity C~ol D~me~, Map 08 O0 12:14p Kau~'man & Williams, LLP (972)34G-~?0 p.3 03/07/2000 10:12 214-6~. .810 ' PIONEER ..PAGE 03 . ' Pioneer Concrete of Texe$, IbC. Mix NO.: 9383 Contractor: Various ,, Strength: 4000- Job: Virious _ .. Ag9. Size; 1" ,,,, Lab: Ve~-~--= cement: ~ iI~. Fly Aah: lb. Coarse Aggregate: .... 114~1b. Coaral ~tegete: lb. Standard Deviation: 421 Fine ADgregste: 126~ tb. Average Strength: ~ Fine ,a~gt~~ete: lb. Admixture: 16.9 oz. ACI 5.3.2.1 Requited average strength. Admixture: oz. (1) 4811 ^EA: 3.7 oz. (a) Water: Z$2 I1~. 28 Day 3 Consecutive 0/29/1999 68 5.5 4110 4120 ,5110 6210 8t60 5572 9/29/1999 83 5 5420 5350 5730 5850 5790 `5927 0/2911999 73 `5.5 4160 4220 5610 ,5710 5660 `5670 9/2911999 76 5 3920 4000 4800 4930 4865 5438 9129/1999 76 5.75 4690 4550 4970 5220 .5095 5207 101411999 60 5 5000 5100 5900 `5620 `5760 5240 10/4/1999 81 5.5 4120 4130 5910 5800 5`5,55 5570 101411999 63 5.25 4630 4920 5860 6120 `5990 5868 1 0/4/1999 83 5,25 4890 49`50 5510 5370 5440 5782 1 0/4/1999 83 4.75 4120 4320 5150 5220 5185 5538 101411999 84 5.75 4500 4670 5640 `5240 S440 535`5 10/4/1999 82 5.75 3640 3940 4700 4360 4,530 `50`52 10/4/1999 80 6 3490 3550 5060 4690 4985 498`5 10/711999 63 5 2990 3000 4530 4440 4465 4867 10/711999 83 `5.5 3570 3490 `5280 5170 5225 4898 10/1111999 62 5.5 4230 4160 4780 4820 4600 4837 1011111999 85 `5.5 5670 5530 5710 5670 5690 5238 10/13/1999 82 5.5 4750 4530 `55`50 5480 551,5 533`5 10/13/1999 84 5.75 4370 4580 5400 5270 5335 5513 1 0/1 3/1999 83 5 4300 4230 5490 5440 546,5 5438 10/13/1999 83 5 4280 4030 5280 5200 `5230 5343 10/13/1999 64 5.75 4020 4160 5290 `5230 `5280 5318 1 0/18/1999 76 5.5 4`550 4290 5560 `5740 5650 5380 10/18/1999 72 5.5 4090 4300 5540 5590 `5568 5492 t0/1~/t999 74 6 4500 4200 5360 5550 5455 55,57 10/18/1996 74 5.25 4420 4270 5450 5820 553`5 5518 10/18/1999 76 5 4250 4320 5590 53~0 547`5 5468 10122/1999 66 5 4710 4~00 5100 4960 5030 `5347 10t22tl 999 67 5 4510 4330 4830 4810 4820 5108 10t22/1999 ?0 4.7,5 4020 4150 4690 4`5`50 4620 4623 Mar 08 O0 12:15p Kau~'man & Williams LLP (9?2)346-22?0 pioneer Concrete of Tex s, Inc. FINE AGGREGATE ANALYSIS Ptant Recv'd From: /~ Da~e Recv~. Mat'l. Manufacturer and 5ource ~a~4 ~ Quantity Represented: Sampled By: MATERIALS FINER THAN NO. 2~ SIEVE (ASTM C117.~) Initial D~ Sample Weight - Weight of Sem~le After Washing - ~?~ Grams Percent Material Finer Th&n No, 2~ Sieve m ~ WEIGHT INDIVIDUAL ' ¥OTAL TO~AL ~. R~AINE~QRAMS % RETAtNED % R~A~NED % P~ Pan S~ECIFIC GRAVITY AND AB~RBTION (A.$,T.M, C Weight of ~cnometer + Sample + Water (A) = Grams Weight of ~cnomete~ + Water (B). - Grams Weight of Oven Dry Sample in Air (C) = . Grams Specific G~avlty (S.S,D,) ~9 + 500-A = AbsorPtion = 50~C = C ~ested By: Oete: Mar 08 O0 12:1Sp Kau~man & Williams, LLP (872)34G-~70 p.S 03/07/~7BB0 15:51 214-~51, i0 Pi~ER Pion~r Concrete of Texas, Inc. COARSE AGGREGATE ANALYSIS Plant ~v'd From: Y'~ ~ate Re~v'd. Mll'). Manuflo~u~, Source I~ Size I- ~ntlty Rlpresenle~: .. 5am~ted By' MATERIALS FINER THAN NO. ~ SIEVE (ASTM CllT-80) Initial DW Sample Weight = ~Z~ Gram~ Weight gl Sample After Washing; ~J Grams Percent Material Finer Than No. 2~ Sieve = SIEVE ANALYSIS i[A.~i.1 .M, ~ 1,~:;l! ,e-_-,~-~_ --*~ --~-J ~',,'~'----- ~IQHT IN01VIDUAL TOTAL ~OTAL ~E R~AINED-~_~S % R~NNED % RETAINED % P~NQ m /]./ . . ? /;,/ NO. 8 '~ ~- , - SPECIFIC Q~TY AND ~BSORBTION (A,S,T.M. C 127-80) Weight of Oven Dry Sample in Air (A) - Grams Weight of ~D Sam~le In Air (Bi = Grams Weight of ~D Sample tn Water (C) = Gramt Spa=ilia G;evlty (S.6.D.) - ~ - Ab~otbtton = ~ X 1~ = TaMed By: DMe: