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Champions-CS0308049~i0 ~_~~Ll of'c~4 flug.04 03 02:07p Redi-Mix [9401898-9694 p.l 1 CONCRETE FAQ TILiNSMISSION ('OVEI2SIIEE'I': 'I'O: ~aM-y ~cLU.~r. vA'I'E: 9~-0~-~ 3 -----,- THIS TRANSMISSIONS CONSISTS OF~ ~ _ PAGES IN ADDITION TO THIS COVRR SHEET. PLEASH CALI.817-485.485(1 IF YOUDO NOT RECBIVR ALL PAGES. REDI-MIX CONCRETE 5517 DENTON IIItUHWAY iIALTOM CITY, TEXAS 76117 FAX: 817-485-5985 ?i Nti~,heah/ ANDY BEASON SALF,S RI?PR.ESENTAI'IV~: D~'FICE-8t7-48.E-48~ PAGER,-817-824-1158 M~BrI ,r-S17-98t)-4543 Flug 04 03 02:07p Redi-Mix [9401898-8684 G ~ C'LIEtiT: AI3~F,Y' CO\CKLT}'; COiVti'1'KLt"1'IUN August 1, 2003 p.2 YROJEC'C: CH.A'11Y10~ REAL TiSTATF. SCI300L - COPYEIIL ~1[X SPECIFICA'I'IO\S: ~II~ DESIGN YO. 93b APPLICATION: SLAB ON GRADE RlQU1REU STRENG iH 3500 PS! !a~ 28 DAYS PLACEMENT SLliMY 4 INCH +/- I W/C RAT10 0.50 LB/L~B AIR CONTLNT NiA YTAXIML-M TINIPER.ATURF 95 DEGREES F NIA"TERIALS ASI'~I STAI\llARDS ~~iI?IUH"IS4SSD) 1~'OLUME CEMENT AS"I~IVI 0150 "i~Y'YE IlH 400 2.04 pLVASH AS'I'11 C618 CLASS P 100 0.60 COARSE. ACTG. AST~~I C33 SI'LE NO. 57 1875 L21 COARST ACC. ASTi~T C33 SI'LE NO. LIG11'I W'ElGH'I~ A3T?1 0330 000 r'1NE AGC. ASTati1 C33 1500 9.14 PIiVE AGG. AST~7 C33 ADATIX'I'LRE ASTRI 0494 TYPL A or ll 3-6 orJcwt AUb11XTGRE AST!~S 0494 T1'I'h: F' 00.0 AllJ11XTl!RE ASTtii C2b0 O,UO WATER 250 4.01 27.00 ASTNT C91 S"I'ANllARU SPECIFIC;1l IONS FOR REAU2'-11lXEU CONCRF.TF. STATES A5 FOLLOWS: "WHEN TIIF. CONCRETE. STRENGTH 1S CSGD AS A I3AS1S FOR ACCEPTANCE, THE MANUFACTURER SHALL BE I~.V"fITl.ED TU COPiF.5 OI''I'k:S"I~ REPORTS... THE INUIV'II)UAL WHO SAMPLES ANU TESTS CO,VCRI:TE~ A7tiRT 13F. CERTIIILD ACI LEVEL. 1. •' ADDI'fIO,~AL WATER ADDI;U lid EXCESS OF SYFCIk'1F:D SLUN]I GARY L. HERRON V TF.CH'~iiCAl, tiER~'ICES AIAM1'AGF.R RISK! (dug 04 03 02:08p Redi-Mix (9401898-8684 p.3 REDI~MIX, LP ACI 214 - STATISTICAL EVALUATION MIX - 936 Moving Avg: 3 Air Con 7 Day 28 Day 28 day Sample Slump Cont Temp Comp Comp Comp Std Date in % de F si psi psi Dev CV 21-Jan-03 8 1.2 65 2230 3D10 21~1an-03 5.5 1.4 78 3450 4180 22-Jan-03 5,25 1.7 78 3660 4700 3963 22-Jan-03 6 71 3600 4960 4613 22-Jan-03 6.5 1.4 60 3450 4650 4770 22-Jan-03 6.5 1.4 55 2930 3900 4503 27-Jan-03 6.5 1.6 55 2930 4000 4183 28-Jan-03 5.5 56 3530 4740 4213 29~1an-03 5,75 1.5 56 3360 4420 4387 30-Jan-03 5.75 60 3470 4710 4623 579 13% 5-Mar-03 5 64 3260 4500 4543 552 12°J° 5-Mar-03 4.5 65 3300 4510 4573 528 12% 10-Mar-03 5,25 63 3450 4230 4413 507 11% 13-Mar-03 4.5 66 3510 4625 4455 493 11% 13-Mar-03 4.5 65 3380 4495 4450 476 11% 4560 476 10% 4495 476 11% #DIVIO! 476 #DIVl0! #DIV/O! 476 #DIV/0! #DIVl0! 476 #DIV/0! #D1V/0! 476 #DIV/0! #DIV/01 476 #DIV10! #DIVIO? 476 #DIVIO! #DIVl0! 476 #DIVIO! #DIV/0! 476 #D1V10! #DIVIO! 476 #DIV/0! #D1V/0! 476 #DIVIO! #DlVID! 476 #DIV10! #DIV10! 476 #DIV/0! #D1Vf0! 476 #DIV/O! AVC 5.7 1.5 64 3301 4375 GF1RY L HERRON TECHNICAL SERVICES DIRECTOR F4u~ 04 03 0~:08p Redi-Mix [9401898-8684 p.4 e- CLIENT: .4BNE1' CONC12}:"TE CONSTRLCTTON August 1, 2043 PROJECT: CHAIIYTON REAL EST'A'TE SCHOOL - COPPELL 141I~ SPECIEICAT10ivS: MIX DESIGN NO. 943 APPLICATION: REQUIRED STRENGTH PLACEMENT SLUMP W/C RA7 LO :SIR CONTENT bIAXID4UM 'I'E19PERA'1'I:KE SITEW'ORK 3500 PSI (u; 28 llAYS 4 INCA +/- 1 0.45 I,l3iLf3 5 +/- 1 '% 1uo DEGREES }- A~IATERIALS AS'I"VI STANDARDS WEIGHTS(SSD~ VULUN1E CEMENT ASTM 0150 'T'YPE 1/II 414 2.11 P7.YASH ASTM 0618 CLASS F 103 0.61 COARSL•' AGG. AST99 C33 SIZE NO. 5? 1893 11.32 COARSE AGC>, ASTM C33 SI7.E NO. l,fCH'I W'EIC,fLT ASTM 0330 000 FINE AGG. AST:} C33 1280 7.80 FINE AGG. ASTA1 C33 ADMIX"TURF AS"1M C494 TYPE A or U 3 - 6 oz/cwt ADMIXTURE AST 1I C494 TY'PF. }' OU.O ADMIXTURE ASTI] 0260 ,25-4ozlcwt 1.35 WATER 238 3.81 27.00 ASTM C94 STANDAKU SYECIFICAT[ON5 FOR T2EADY-11I1XED CONCRETE STATES AS FOLLOVYS: "WHEN T'HE CONCRET}: STKF.NG"i~H IS USED AS A BASIS }'OR ACCE:P"LANCE, "THE MANUFACTURER SIIAI_L BIi ENTITLED TO COPIES OF TEST R}:POR'E'S... THE fNllIVIllLiAL W110 SAMPLES ANll'1'ES'I'S CONCKCLE MUST E3}: Cf:R"CIFIf:D ACI LEVEL L ADDITIONAL WATER .ADDED IN EtCESS O}~ SYECI}'IEU SLUl~ii' 1S AT CCSTOMLRS RISK! ~~~"-- C:ARY 1:. HERRON TECHNICAL SERVICES UIKF.CTOR Rug 04 03 02:08p Redi-Mix [9401898-8684 p•5 REDf~ MIX, LP ACI 214 - STATISTICAL EVALUATION MIX - 943 Moving Avg: 3 Air Con 7 Day 28 Day 28 day Sample Slump Cont Temp Comp Camp Comp Std Date in % de F _~si si psi Dev CV 7-Nov-02 3410 4690 3130 5150 3560 4450 4763 11-Nov-02 3490 493D 4843 3380 3910 4430 14-Nov-02 3420 4530 4457 15-Nov-02 2990 4500 4313 3680 5150 4727 3640 5180 4943 3350 4560 4963 421 8% 3550 4780 484D 396 8% 19-Nov-02 3640 4990 4777 387 8% 20-Nov-02 4 5 47 3956 5740 5170 484 9% 17-Dec-02 5 4.7 49 5580 5437 514 9% 27-Dec-02 4.75 4.5 53 3950 5350 5557 511 9% 3~lan-03 5 4.5 58 3900 5720 5550 538 10% 4.5 4.3 56 370D 5870 5647 570 10% 5 4.5 60 3870 6090 5893 612 10% 5.5 5 61 3310 5620 5860 607 10% 4.5 4.5 63 4310 607D 5927 630 11 5 4.8 60 304D 4550 5413 629 12% 5.5 5.9 57 3390 4690 5103 620 12°10 5 4 58 3910 6130 5123 644 13% 25-Apr-03 4.75 3.8 91 3240 4040 4953 672 14% 26-Apr-03 6 74 3700 4040 4737 694 15% 29-Apr-03 5.25 4.2 72 2920 3750 3943 730 19% 29-Apr-03 A.75 4.3 73 3390 4510 4100 721 18% 29-Apr-03 5 4.7 74 2800 3760 4007 747 19% 29-Apr-03 5.25 4.8 73 3130 4110 4127 749 1$% 8-May-03 5.5 4.7 92 3320 4290 4053 745 18% AVG 5.01 4.6 65 3485 4891 GARY L. HERRON -fECHNICAt SERVICES DIRECTOR =sit Bu:'Redi_mix, L.P.; 8174855985 8174855985; Aug-4-03 3:25Pfa1; Redi Mix, L. P . Fax TRANSMISSION coVERSHEEr Page 1 // ~ s .. ~ ~~-y ~-®,3 Ta: ~.~~i ~t (..:* Of Date. ~i'his transmission consists of pages in addition to this cover sheet. Please call 817-485-4850 if you do not receive all pages. Redi-Mix 5517 Denton Highway Haltom City, TX 76148 FAX: 817-485-5985 Andy Beason Sales Representative Office - 817-485-4850 Pager - 817-824-1158 :„,t Sy: Redi_mix, L.P.; 8174855985; Auc~-4-03 3:26PP4; Page 2 Z~ ~,ao~5 g-goy d~~ CLIENT: ABNEY CONCRETE CONSTRUCTION August 4, 2003 PROJECT: CHAMPION REAL ESTATE SCHOOL - COPPELL MIX SPECIF'ICATiONS: APPLlCAT10N: REQUIItED STRENGTH PLACEMENT SLUMP W/C RATIO AIR CONTENT MAXIMITM TFMPT+,RATURE SOG, PEERS 3500 PSI @ 28 DAYS 4 INCH +/- 1 0.50 LB/LB NIA I00 DECREES F IX DESIGN NO. 726 MATERIALS ASTM STANDARDS __ WEI~HTS(SSD) VOLUME CEMENT ASTM C150 TYPE l/ll 517 2.63 FLYASH ASTM C618 CLASS F 000 0.00 ~~ COARSE ACG. ASTM C33 STZF, NO. 47 1852 11.07 COARSE. ACG. ASTM C33 SIZE NO. LIGHT WEIGHT ASTM C33I1 000 FINE AGG. ASTM C33 1509 9.20 F12VE AGG. ASTM C33 ADMIXTURE ASTM C494 TYPE A or D ADMIXTURE ASTM C494 TYPE F ADMIXTURE ASTM C2b0 3 - 6 orJcwt 00.0 0.00 WATER 256 4.IQ 27.00 ASTM C94 STANDARI} SPFCTFTCATTONS FOR READY-MiXEb CONCRETE STATES AS FOLLOWS: GWHEN THE CONCRETE STRENGTH IS USED AS A BASIS FOR ACCEPTANCE, THE MANUFACTURER SHALL BE ENTITLED TO COPIES OF TEST REPORTS... THE INDIVIDUAL WHO SAMPLES AND TESTS CONCRETE MUST BE CERTIFIED ACI LEVEL L " ADDITIONAL WAT~DED IN EXCESS OF SPECIFIED SLUMP TS AT CUSTOMERS RISK! ~~ ~~~d~/ GARY L. HERRON TECHNICAL SERVICES DIRECTOR p, V ~ :r,i By: Redi_inix, L.P.; 8174855985; Aug-4-03 3:26PP.,4; Page 3 REDI-MIX, INC. 1945 MacARTHUR DRIVE, SUITE 136 CARRDLLTDN, TX 75007 (972) 742-45.50 Frequency Distribution Analysis 28 Day Compressive Strength Mix_: 726 F'c: 3500 psi 04/24/03 MIX DESCRIPTION ?c6 __________ 3500 psl ----______ F/ 5/97 Description 5.SSACK-WRA Source MULTI-PLANT Moving Avg: 3 Air Con 7 day 28 day 28 day Sa?nple Slump Cont Tmp Cpmp Cpmp Cnmp TD i n Yc der] F psi p8i psi -- --- - 28601 5.5n - s9 3370 439, - ~85v73 5.50 - 86 3430 43'5 - 28921 5.50 - 86 3780 506 4592 289'4 4.50 - 88 .3386 5055 4812 2895G 5,00 - 91 3925 4'10 4942 290"!9 5.00 - 86 3675 4785 4848 48666 3.00 - 76 4520 5550 5013 486fl4 4.:0 - 78 3755 4785 504C 22865 5.50 - ,'S 346.7 4790 491:, 2326! 5.()U - /U 3090 4690 46H8 ---------- 30751 ------ `.OD - 88 3060 4340 4540 33~.J S.OO - 75 3590 9480 4503 ,0811 5.00 - 86 3556 4585 4468 27489 x.00 - %6 3285 4235 4433 27529 8.00 - 82 3755 4580 4467 340Q2 4.7; 3.5 86 34,10 34"1~ 4G37 3155 5.00 - 84 3610 4015 4023 26838 5.2~ - 90 3390 4125 4072 ,.1763 5.00 1.9 72 3350 4880 4540 3372 5.50 - 64 3990 5105 4903 3970 5.OC - 79 4290 531.5 5:00 76 5.50 - 76 4540 5940 X453 39437 5.50 - 80 3830 5335 5530 Cpunt ------- --------- -------- -------- --------____ __---------- -____--__---- 23 ' 23 23 23 21 Average ----- --------- --------- ------- - --- -----_--_-_ x.02 2.7 81 3652 9737 4716 °. 1 scn~ B~/: Pedl_mlX, L.P.; 8174855985; Aug-4-03 3:26PP:~1; Page 4 I~fD726 _°requercy Distributicn: 2E Da}~ Compressive Strength Moving Avg: 3 Air Con 1 day 2R day 28 day Sample Slump Cont Tmp Comp Comp Comp ID in £ deg F psi psi psi Standard Gcviation ----- ------- --------- ------------ ----------- - --_.._____-- ~.74 1.1 7 398 528 408 Rar<ge ------------------ ------- -------- -------- -_ --- --------- ?.Ol; i.9 69 3060 345 9073 S.SC 3.5 91 4540 5940 5530 CoeYticier.t of Varia*_ion ______ _________ ____________ ____________ ____________ i0.7i 41.90 B_9Es 10.91 11.14 8.65 Y. 2 rr~t By: Redi_mix, L.P.; 8174855985; Auc~-4-03 3:26PPa1; Page 5 • J 1 CON BETE CLIENT: ABNEY CONCRETE CONSTRUCTION PROJECT: CHAMPION REAL ESTATE.. SCHOOL - COPPELL MIX SPECIFICATIONS: APPLICATION: REQUIRED STRENGTH PLACEMENT SLUMP W!C RATIO AIR CONTENT MAXIMUM TEMPERATURE August 4, 2003 MIX DESIGN NO. 728 PAVING 3500 PSI Q 28 DAYS 4 INCH +/- 1 0.48 L$/LB S+/-1% 1(111 DE(:RFF.S F MATERIALS ASTM STANDARDS WEIGHTS~SSD) VOLUME CEMENT ASTM 0150 TYPE UII 517 2.63 FLYASH ASTM C618 CLASS F 000 0.00 COARSE AGG. ASTM C33 SIZE NO. 57 1860 1112 COARSE. AGG. ASTM C33 SIZE NO. LIGHT WEIGHT ASTM C330 ODD FINE AGG. ASTM C33 129D 7.86 FINE AGG. ASTM C33 ADMIXTURE ASTM C494 TYPE A or D 3 - b oT/cwt ADMIXTURE ASTM C494 TYPE F 00.0 ADMIXTURE ASTM C2b0 .ZS - 4 oz/cwt 1.35 WATER 252 _~Q} 27.00 ASTM C94 STANDARD SPECIFICATIONS FOR READY-MIXED CONCRETE STATES AS FOLLOWS: "WHEN THE CONCRETE STRENGTH IS USED AS A BASIS FOR ACCEMANCE, THE MANi7FACTURER SHALL BE ENTITLED TO COPIES OF TEST REPORTS... THE INDIVIDUAL WHO SAMPLES AND TESTS CONCRETE MUST BE CERTIFIED ACI LEVEL I. " ADDITI/fyO/,~N~A/L /W`~,CAy/1~TE~/R//J~/ADDED IN EXCESS OF SPECIFIED SLUMP IS AT CUSTOMERS RISK: v ~~` GARY L. HERRON TECHNICAL SERVICES DIRECTOR RED(-MIX, LP. GENERAL OFFICE/1445 MacArthur Drive, Suite 136, CarroRtpn, Texas 75007 PHONE: (872) 242.4550 FAX (972} 323-0759 Sent By: Redi_mix, L.P.; 8174855985; Aug-4-03 3:26PL~1; Page 0;7 REU1-•MIX, INC. 1995 MacARTHUR DRIVE, SL7ITE 136 CARRCLLTON, TX ?5007 (972) 292-4550 Frequency 17istribution Analysis 28 Day Compressive Strength Mix: 7z8 F'c: 350C psi 05/16/03 MIX DESCRIPTION 728 ---------- 3500 psi ---------- 4/30/97 description S.SSACK-WRA/AEA Source MULTI-PLANT Moving Avg; 3 Air, Con 7 day 28 day 28 day Sac;mple Slump Cont Pmp Comp Comp Comp ID in ? ciac3 F P4 i X~si psi 46;773 4.2s 5.3 66 4030 5325 - 961783 4.00 5.1 67 7090 5395 - 9Sa~65 3,50 5.6 65 3950 5540 5420 953479 4.2~ 5.6 67 3970 5035 5323 46<01.4 4.50 5.2 GS 9000 5425 5333 962045 4.00 5.1 68 9010 5155 5205 962'.27. 3.75 5.6 66 3790 4860 5147 3357 9.00 - - 587.5 6300 5938 969795 9.50 5.9 74 3790 44"/5 5212 469812 9.5U 5.! 14 4060 5010 5262 46.5295 9.50 5.6 ?4 3620 4290 492 969996 9.OU 5.1. 68 3890 5090 4797 965003 3.50 4.8 68 377.0 4705 4695 965919 9.5C r.0 "18 3770 5005 4933 965918 4.25 4.9 80 9110 5175 4962 10:;260 9.OC - -15 9580 5915 5198 105315 4.00 - 74 9030 4730 5107 105426 9.~C - 75 3690 4785 4977 14_199 3-50 - 95 9260 4925 98'_3 141641 9.5C 9.1 90 3610 3635 944fl i4246C 4.00 - 89 5050 6045 9868 3925n 4.50 9.0 8i 3700 4690 4790 <148i9 4.OU - 76 4"100 5735 5490 96"?59 9.50 3.5 56 3650 47]5 5047 SG127 3.50 5.0 70 4700 6000 5483 !791130 9.50 3.6 91 9280 4875 5197 12904! 4.00 3.8 - 4640 5835 5570 42"~4b 3.00 5.8 82 4420 5860 5523 P. 1 'ent By: Redi_mix, L.P.; 8174855985; Aug-4-03 3:27PIv1; Page 7;7 MD728 Frequency DistribuT.inn: 28 Uay Compressive Strength Moving Avg: 3 Air Coc; 7 day 28 day 26 day Sample Slump Cont Tmp Comp Comp Comp rn in ~ decd F psi psi psi -=53277 4.50 3.8 62 .3~10~ 9120 5272 149273 4.5C 4.C 62 3120 3750 4577 Count ------- --------- ------ --------- ----_-_--__-- 30 23 28 30 30 28 Averaye --- ------------- ------° --------- ------------ ---------'-- - ----- 4.12 4.9 73 4072 5063 5096 stan ar ~eviation ---------- -------- 0.41 0.8 9 547 644 312 Range ----- ------------- ------- ------ ----- ------------ --- 3.OG 3.5 56 3120 3635 4448 4.50 5.9 9b 585 6300 5570 Coefficient of Variation ------ --------- ------- -------- ------°--___ 9.93 15.85 12.89 13.44 12.71 6.12 P. 1