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Four Seasons 2R-CS041208Project: Mix De.gm #: Southern Star Concrete, Inc. ~talRy Control ~wnt Pho~: (214) ~1~20 Faa: (214) 651-1810 FO~g M~ D~iGN FOR ~DY MIX CONC~TE ~ C~ ~: ] ~ ~, ~ ~ 7723 (c~) 6~0 6.00 4.5% (lb/lb): 0.46 Concrete Temp.: ~ Southern Star Concrete evaluated in accordance with ASTM C 172, for placement and euring in ACI 304, 30~ / must be cured in striet aceordance with Seet Materials AST~ Cement ASTM C 150 Coarse Aggregate ASTM C 33 Fine Aggregate ASTM C 33 Admixture ASTM C 494 Air Entraining Agenl 3,STM C 260 Water ASTM C 94 In accordance wltk A CI 318, please foneord , above addrc~z~ so tkat we can monitor mix t~n Tim Kaiser Manager of Quality Services ~ ASTM C 94) I~ A~ C~enl: 0% Maximum Tit~elial wel U~it WriSt: 145.5 design will achieve the speeil~d compre~ive strength when tested and C 31, C 39, C 94 and ACI 318, and when the reeommended procedures ~06 are followed. When used for acceptance testing, strength specimens on 10 of ASTM C 31-03. Type I ~H Sand Type A or D AEA W' ' Ya 5~4 0 ~b~ 0 0 1900 1203 0 IK9 o~ wu g0 262 o.vies of all concr~e test reports to tke Quality Control Deparlment at the rmanceandproddedataforfutttreproiecff. Thank~ou. Kaiser "' Mix No. 7723 Basis for Selection Field Test Data Cone. J Day CyL 7 Day ~,*n,n.~mive [ 28 Day Cra.-~-~-,~ ~. ~-~,. Dala Da I~--~[ xmplA~%[ C~L [$Avz.[ CyL! [ CyL2 ITDayAv~ Cyt. n I Cyt2 I SetA~lSvr~laaq*l scmv. I R,,Avt SS~ I 08/01/2003 5.25 88 4.6 3610 3010 4070 40~0 4~0 4900 4870 4890 30 4890 2 08/01/2003 475 87 4.8 3810 3710 4230 4270 4250 5220 5160 5190 60 212 5040 3 08/01/2003 5.00 88 4.3 3090 3500 3520 3420 3470 4190 4240 4220 4770 50 497 4770 4 09/05/2003 5.25 84 3.7 3930 4110 4020 4960 4850 4910 4770 110 412 48~ 5 09/05/2003 4.75 84 4.4 4200 3950 4089 4920 5130 5~0 4720 210 371 4850 6 09t06/2003 5.50 90 4.4 4800 4660 4730 5800 5830 5820 5250 30 517 5010 7 09/06/2003 5.75 89 4.1 4920 4960 4940 5670 5860 5770 5540 190 553 5120 8 09/06/2003 5.50 90 4.8 3780 3860 3820 4940 4970 4969 5520 30 515 5100 9 09/09/2003 6.00 89 4.0 3700 4030 3870 5020 4900 4960 5230 120 484 508~ ~o 09tD9/2003 6.25 95 4.8 4280 4380 43~ 5420 5480 5450 5120 60 471 5120 H I 1/05/2003 5.00 76 5.1 3620 4140 ~880 4330 4320 4.~0 4910 l0 506 5050 ~2 I1/21/2003 475 3.2 3430 3860 30fi0 4750 4940 4850 4880 190 486 5039 ~3 I 1/26/2003 3.75 64 7.8 2990 3200 3100 4020 4080 4050 4410 60 539 4960 t4 12/09/2003 3.75 66 4.7 3910 4080 4~00 5150 4920 5040 4650 230 518 4960 IS 12/19/2003 4.00 56 5.8 3420 3330 ~380 4390 460) 4500 4530 210 513 4930 16 01/29/2004 4 00 57 4.3 3480 3580 35~0 4790 4680 4740 4760 110 498 4920 Pro jeer: Southern Star Concrete, Inc. Qmtltt~ Control D~panrnent Phone: (214) ~1~0 Fax: (214) ~!-1810 FOCAL M~ DESIGN FOR ~DY MIX CONC~T~ ~te: I Ju~ 26, 2004 P~ Concr~e BCE S~i~ ~u~n War. use ~m..~ve s~m: ] 30~ psi ~ 28 Days sa~ co~me.] 5.00 nlrC--~-~- 1.5% +/- 1% Fly Am C~m~:t 0% SJump Range (incheS): L 7 "MAXIMUM wlCm Ratio (l~m): 0.55 W/Cra Ir.a~ t~nk): 6.19 ~./Mb. Coacre~Temp.: 95'F Ref: ACI 305/306 Tkee. t~,mw~: 150.1 per Southern S~sr Concrete Euaruatees this mix design will achieve the specified compressive streak, th wbeu tested and evaluated in accordance with ASTM C 172, C 3~1, C 39, C 94 and ACI 318, and when the recom~Jended procedures for plac~mmit and curing in ACI ~04, 30'3 / 306 are folbwt~L Wht~ u~d for ncn:ep~ance t~tlnf~ s~tngth sptclmens mu~t bt curd in Met accordance With Sc, trion 10 of ASTM C 31-03. MATgRIAL Mater~b ASTM Cement AST~ C 150 Type 1/Il Coarse Aggregate ASTM C 33 Grad~ 467 I !/2" Fine Aggregate ASTM C 33 Semi Admixture ASTM C 494 Type A or D W m Cub~ Y~ $SD 470 0 0 0 0 1900 0 0 1~4 0 0 14.1 0 0.0 0.0 2.58 lbs. ~n ~cc~rdance wit~t AC~ 3 ~ 8~ p~ease f~rward c~pies ~f ~ c~ncrete test rep~rts tq~the Qua~ity C~mr~ Department at the above address so that w~ can monitor mi~ performance and provtdt data for Tim Kaiser . Mix No. 9437 Field Test Data ! I AC! 318, Table 5.3.2.2 Comtractor: Aadre~ Conatructioa (T.A,S. Commercial) Project: McKinney Fellowship Bible Church Design fltren~th: 3000 psi Mod. Standard Devla0on: psi McKllaney, Texas Data Represents: 13 Tests Required Strength: 4200 psi Basis for Selection Data Updated: 07/26/2004 Avera~ Stroatth: .~090 psi La~C A Ay vd5 Rane~ St. Dev. RaaAv 56 Da 01/06/2003 5.50 56 0.9 4960 4950 4960 6200 6460 6330 260 6330 2 01/07/2003 5.25 51 1.1 4680 4710 4700 6150 5630 5890 520 311 6110 3 01/08/2003 6.50 63 1.2 3730 3980 3860 4710 4990 4850 5690 280 760 5690 4 01/09/2003 5.75 77 LO 3640 3500 3570 4350 4580 4470 5070 230 870 5390 5 01/10/2003 6.00 66 0.8 4010 3680 3850 5390 5710 5550 4960 320 757 5420 6 01/13/2003 5.75 44 1.1 4000 3980 3990 5040 4960 5000 5010 80 698 5350 7 01/14/2003 5.75 59 0.7 4230 4150 4190 4760 4910 4840 5130 150 666 5280 8 01/15/2003 5~75 50 0.7 4310 4060 4190 5290 5580 5440 5090 290 619 5300 9 01/16/2003 5.75 47 1.2 3170 3230 3200 3910 4070 3990 4760 160 725 5150 ~o 01/20/2003 6.00 80 0.9 3890 3860 3880 4930 4800 4870 4770 130 689 5120 i~ 01/21/2003 6.00 55 0.7 3930 3880 3910 4610 ~670 4640 4500 60 670 12 02/03/2003 5.75 72 0.9 3970 3960 3970 4970 5150 5060 4860 180 638 5080 ~3 02/04/2003 65 0.7 4120 4150 4140 5190 5260 5230 4980 70 613 5090 Sou~m Star Concrete, inc. Field Test Data for Mix ~437a 1 Southern Star Concrete, Inc. Quality Control Department 246 Single(on Bmdevard DaHat, Texas 752 Phone: (214)651-8020 Fax: (214) 651-1810 FORMAL MIX DESIGN FOR READY MIX CONCRETE ~ aoffer Concrete BCE $~m,.,;..l~ Dis~#~n Warekou~ 933 7 ~r C G~ B~s ~ ~ psi ~28 DaysT saa, c. mm~t: ~.~07 ~ C--~f' 1.5% ' ~ ~y ~ C~=:.[ 0% +/- 1% ~mp ~ (i~): 5 "M~imum ~/Cm ~ 0~): 0.56 W/Cra ~ ~): 6.36 Max. / M~. Co~ Temp.: ~ Ref: AC[ 305 / ~06 ~. u~ w~ 149.6 Smatbern Star Concrete guarantees this mix dealgn will achieve the specified compre~sive strength when teated and evaluated in aecordance with ASTM C 172, C 31, C 39, C 94 and ACI 318, and when the recommended procedures for pincement and enring in AC1 304, 30~ ! 306 are followed. When ~rmd for aceeplance tearing, strength specimens must be cured in strict aceordance v~th Section 10 of ASTM C 31-03. .Mater,s ~ We - Cubic yar SSD Cement ASTM C 150 Type 1/~ 470 lbs. 0 Ib~ Coarse Aggregate ASTM C 33 Grade 57 0 tbL I' 1~40 IbL 0 Ihs. 0 m~ Sand 1464 tbs. 0 m Fine Aggregate ASTM C 33 0 Iht Admixture ASTM C 494 Type A or D 14.1 oL WR 0.0 0.0 iWater ASTM C 94 265 lb,. In accordance witk A C! 318, please forw~rd copies of all concrete test reports to tke Quality Control Department at the above address so ~at we can monitor mb: performance and provide data for future prol'ect~ Thank you. Tim Kaiser oo .~c~ Mnn,.er of Qn,lity Services Kaiser ~ Field Test DataI Mix No. 9337 I Basis for Selection ACI 318, Section 5.3.2.1 Contractor: pr*e~pt Buiider~ inc. Standard Deviation: 573 psi Project: Calvary Temple Church De~l~n Strength: 3000 psi Dam Repr~ents: 4_~7 Tasta Required Strength: 38~$ psi Irving, Texas Average Strength: 4520 p~l Data updated: 07126/2004 La--SerA Ay ; Ran e St. Dev. RunAv 56 Da 12 06/16/2003 6.00 90 3650 3730 3690 4750 4570 46~0 5080 180 303 4880 13 11/12/2003 1.25 80 1.3 3270 3160 3220 3950 3810 3880 4550 140 402 4800 14 11/12/2003 5.50 80 1.2 2990 3110 3050 3920 3860 3890 4140 60 457 4740 15 11/12/2003 5.00 81 1.1 2900 2810 2860 3660 3530 3600 3790 130 529 4660 Iff 11/12/2003 5,25 82 1,3 2080 2170 2130 2760 2760 3420 2760 698 4540 3150 17 11/17/2003 5.00 76 1.8 3590 3590 4450 4560 4510 3620 110 676 4540 4890 ~ 11/17/2003 5,50 77 1.9 3670 36'/0 4380 4820 4600 3960 440 656 4540 5060 19 il/17/2003 5.50 67 1.7 3270 3340 3310 4130 4120 4130 4410 10 644 4520 2o 11/20/2003 5.50 77 1.3 3450 3500 3480 3670 4490 ~80 4270 820 635 4500 21 11/21/2003 73 1.4 3030 3000 3020 4200 4200 4200 4140 0 622 4490 ;12 I 1/22J2003 5.00 73 1.5 2770 3030 2900 4490 4140 4320 4200 350 608 4480 23 11/24/2003 4.50 58 1.3 2960 2890 2930 4t30 4[00 4120 4210 30 599 4460 aa 11/25/2003 5,00 62 1.3 3130 2950 3040 4050 3970 4010 4150 80 593 ~-~.~ 25 11/26/2003 4.50 67 1,7 3390 3330 3360 4340 4530 4440 4190 190 581 4440 26 12/01/2003 4.50 68 1.3 3410 3270 3340 4390 4540 4470 4310 150 569 4450 27 12/02/2003 7.25 68 1.7 2730 3020 2880 4300 4200 4250 4390 100 559 4440 28 12/03/2003 5.50 68 1.5 3000 2740 2870 3700 3750 3730 4150 50 565 4410 29 01/05/2004 5.50 31 1,6 3240 3270 3260 4660 4640 4650 4210 20 556 4420 30 01/07/2004 6.00 47 1.3 2670 2620 2650 4070 3970 4020 4130 I00 552 4410 31 01/12/2004 6.50 3560 3570 3570 4440 4450 4450 4370 10 542 4410 32 01/13/2004 5.50 70 1.2 3670 3610 3640 5010 4920 4970 4480 90 543 4430 33 01/14/2004 6.00 75 0,8 2970 2890 2930 4190 4120 4160 4530 70 536 4420 34 01/15/2004 6.00 67 1.3 3730 3730 3730 4870 4890 4880 4670 20 534 4430 35 01/20/2004 6.00 55 1.8 3000 3130 3070 4050 3960 4010 4350 90 531 4420 36 01/21/2004 6.00 53 1.0 2940 2950 2950 3980 3910 3950 4280 70 529 4410 37 01/21/2004 5.50 65 1.2 3400 3490 3450 4390 4460 4430 4130 70 522 4410 38 01/22/2004 5.50 63 0.7 3860 3930 3900 5340 5180 5260 4550 160 533 4430 39 01/28/2004 6.00 61 1.1 3640 3690 3670 4940 4940 4940 4880 0 532 4440 40 01/29/2004 6.00 61 0.8 4200 4360 4280 5600 5460 5530 5240 140 553 4470 41 01/30/2004 6~25 52 1,0 3400 3450 3430 4710 4660 4690 5050 50 547 4480 42 02/03/2004 6.25 60 1,0 4080 4150 4120 5360 5390 5380 5200 30 558 4500 43 02/10/2004 6.25 56 4260 4220 4240 5490 5570 5530 5200 80 573 4520 44 02/18/2004 3.25 78 0.3 3140 3260 3200 4120 4270 4200 5040 150 569 4510 45 03/01/2004 5.25 77 1,5 3080 2970 3030 3850 3660 3760 4500 190 573 4500 46 03/02/200~ 5.25 74 1.0 4120 4370 4250 5230 5190 5210 4390 40 576 4510 4~ 03/04/2004 3.75 74 1.8 3710 3930 3820 4870 4920 4900 4620 50 573 4520 Sout~3em Star Concrete, Inc. Field Test Data for Mix 9337f 1 Southern Star Concrete, Inc. FORMAL MIX DESIGN FOR READY MIX CONCRETE Potter Concrete Date: ] July 26, 2004 BCE Specialties Distribuffon Warekouse S/fA mt Grm~ ~[X 8PRCIFICATIONS ~'eu~v*-~,~e~. ~ [ 4000 psi~28Days sa~c~m~t:l 5.50 ~c~ .... 1~% +/- 1% ~c~I 0% ~ ~ (ira): ~ 5 "Maximum W/cra ~ 0~b): 0.52 W/Cra Rm ~): 5.85 ~ar / M~. Co~ Trap.: 9~ ~f: ACI 305 / 3~ T~. U~t W~: 149.7 Southern Star Concrete guarentecs this mix dmiga will achieve the specified compressive strength when t~ted and evaluated in aeenrdaace with ASTM C 172, C 31, C 39, C 94 and ACI 318, and when the recommended procedures for placement and curing in ACI 304, ~ / 306 are followed. When used for acceptance testing, strength specimens must be cured in strict accordance with Section 10 of ASTM C 31-03. Materials ASTM Standards W Cubic Yar S D 'ement ASTM C IS~ Tyre i al 517 t~ 0 lbs. 0 lbs. 0 lbs, Saad 1417 iFine Aggregate ASTM C 33 Admixture ASTM C 494 Type A or D 15.5 or. WR 0 o~ 0.0 0.0 OZ. 268 ia. In accordance with ~ICI 318, please forward copies of all concrete te~ repom to the Quality Control Department at the above address so that we can monitor mix performance and provide data for future pro]ects. Thank you. Tim Kaiser Manager of Quality Services Project: J # DeU~ ~ 10/13/2003 4.00 80 2 10/14/2003 4.50 75 3 10/14/2003 5.00 79 4 10/15/2003 5.00 74 5 10/16/2003 5.00 75 6 10/20/2003 5.50 84 7 10/24/2003 4.00 83 8 10/24/2003 4.50 85 9 10/29/2003 3.00 85 io 11/25/2003 3.75 64 ~ 12/02/2003 4.50 63 ~2 12/05/2003 5.00 60 ~3 12/10/2003 5.00 56 14 12/10/2003 5.25 52 15 12/10/2003 5.50 53 lO 12/10/2003 5.50 58 17 12/18/2003 5.00 58 I Field Test Data I Mix No. 9349 Potter Concrete, LTD iAvr~ Slump 4,71 I^vg. Air*/, 1.5 Home Depot - Basswood Design Strength: 4000 psi HBC Terraeon Data Updated: 07/26/2004 Basis for Selection ACI 318, S~ction 5.3.2.1 (52) Mod. Standard Deviation: 519 psi Reqalred Strength: 4708 p~l AverezeStren~th: 5220 pu ~-'--.- Temp Air*/, CyL 1 [ C~']. 2 [7 Day Avl~ CyL 1 I CyL 2 ] SetAvl~ Avg./3 [ Range [ SL Dev. [ RunAvg 1,4 1.5 1.6 1.5 1.3 3640 3640 4940 4990 49/0 50 4970 4330 4330 5630 5740 5690 110 509 5330 4570 4570 6170 6110 6140 5600 60 590 5600 4090 4090 5290 5170 5230 5690 120 516 5510 3370 3370 5110 4870 4990 5450 240 503 5400 3860 3860 5310 5140 5230 5150 170 456 5380 3490 3490 4450 4560 4510 4910 110 529 5250 3290 3290 4580 4260 4~20 4720 320 571 5150 3990 3990 4730 5070 4900 4610 340 541 51'~0 4530 4530 5380 5430 5410 4910 50 518 5150 3930 3930 5160 5260 5210 5170 100 492 5150 3950 3950 5260 5630 5450 5360 370 477 5180 4810 4840 4830 5690 5960 5830 5500 270 491 5230 4110 4390 4250 5340 5650 5500 5590 310 477 5250 3340 3830 3590 5130 5090 5110 5480 40 461 5240 4300 4370 4340 5610 5280 5450 5350 330 448 5250 3780 3780 4720 4530 4630 5060 190 460 5220 Southem Star Concrete, Inc. Field Test Data for Mix 9349g 1 ] ~oe~M~ mx ~)~ ~o~ ~o~ ~lx co~vcp~r~ ] ~ Date: Jn~ 26, 2004 Potter Co.cre~e BCE ~"~;~'~ Distr~b.~n Wa~hou~ 9351 MIX Sl~CffICATIONS ~p ~ ~b~): 5 "Mn~lmum WlCm h~ ~b): 0.~ W/Cra h~ ~)~ 5.59 MH. / Mb. C~, ~ Temp.: ~ Ref: ~I 305 / ~ T~ ~ W~: 143.9 Southern Star Concrete ~acantee~ tkh mix deMp will achieve the specified compressive s~m~gth when tilted and evaluated in accordance with ASTM C 172, C 31, C 39, C 94 and ACI 318, and when the rteommendt~ procedure* for placement and curing in ACI 304, 305 / 306 are followed. When n~td for acteptanco testing, atrcogth specimens mu~t be cured in strict accordance with S~ton l0 of ASTM C 3i-03. Mate[lain ASTM Standards W t~ Cubic Y SSD ~ement ASTM C I~0 Type I/Il 517 Ib~ ~oarse Aggregate ASTM C 33 Grade 57 Sand AorD 0 lbs. 1~40 0 0 0 Fine Aggregate ASTM C 33 1272 0 ~dmixture ASTM C ~94 Type ir Entraining Agent ASTM C 260 ~ater ASTM C 94 AEA 153 oz. wn 0.0 2.6 o~ Air 2~6 In accordance with A C1318, please forwani copies of all concreW test repor~ to tke O~twl~y Control Department at the · · ' Thank you. above address so fkat ~e c~n monitor muc performance and provide data for fut~re pro$~ Tim Kaiser c~,~ Mmnnger of Qnaiity Serviees Kaiser I Field Test Data [ Mix No. I Contractor: Bud Bailey Construction AC! 318, Section 5.3.2.1 (5-1) Project: Flower Mound I Ward Design Strength: 4000 psi Mod, Standard Deviation: 327 psi LewloviDe Tex~ Stake Data Represents: 18 Teat~ Required Str*nzth: 4439 psi 9351 Laboratory: [IBC Te __rr~e~___- Data Updated: 07/26/2004 Average St~agth: 47~0 P~ Co~c. 7 Day C~_--_'~e~Mve 28 Day C_~-- v-~:~ Str~m~h Data Day[ [ # Date ,~,..--~. Timr Air% C~'L1 ] C'~L2 17 Day Avg] Cy].l [ C~2 [ ~tAvt[ Avg'3 [Range [ St. Dev. I RunAvg .l~ i 01/29/2004 5.00 55 6.4 3970 4060 4020 5190 5260 5230 70 5230 2 01/29/2004 5.75 55 5.5 2560 2720 2640 4490 4270 4380 220 601 4810 3 01/29/2004 5.00 55 5.3 3400 3520 3460 4550 4550 4550 4720 0 450 4720 4 02/03/2004 4.50 52 7.0 2920 2650 2790 4260 4210 4240 4390 50 439 4600 5 02/03/2004 5.50 53 6.0 3780 3790 3790 4620 4680 46~ 4480 60 381 4610 6 02/03/2004 5.25 55 6.5 3000 2920 2960 4200 4260 4230 4370 60 374 4550 7 02/03/2004 4.50 52 7,0 2920 2650 2790 4680 4630 4660 4510 50 344 4560 8 02/03/2004 5.50 53 6.0 3780 3790 3790 5130 5120 5130 4670 10 376 4630 9 02/03/2004 5.25 55 6.5 3000 2920 2960 4620 4590 4610 4800 30 352 4630 ~o 02/18/2004 5.25 52 4.3 3780 3770 3780 4760 4810 4790 4840 50 336 It 02/18/2004 5.50 55 4.4 3630 3620 3630 4750 4850 4800 4730 I00 322 4660 12 02/18/2004 5.25 55 4.3 3580 3340 3460 4790 4670 4730 4770 120 308 4670 13 02/18/2004 5.50 57 4~5 3450 3530 3490 4550 4750 4650 4730 200 295 4670 ~4 03/17/2004 6.00 63 5.9 3740 3850 3800 4940 5010 4980 4790 70 295 4690 ~5 03/17/2004 5.50 61 4.2 3910 3850 3880 5150 5240 5200 4940 90 314 4720 ~6 03/17/2004 5.00 68 4.5 3530 3650 3590 4780 4970 4880 5020 190 306 4730 ~7 03/17/2004 5.25 67 4.8 3530 3710 3620 4780 4950 4870 4980 170 298 4740 18 03/17/2004 5.25 67 4.8 3490 3600 3550 5060 4890 4980 4910 170 294 4750 Southern Star Concrete, inc. Field Test Data for Mix 9351e I Southern Star Concrete, Inc. OUal~y Control Department 240 Shulton Boulevard Dallas, Tez~ 75212 p~: (214) 6~1~20 Fax: (214) ~1-1810 MIX D~IGN FOR ~ADY MIX CONC~TE Po~ter Concret~ Date: ] July 26, 2004 BCE Spec;~l~ Distribution Warehouse 7503 Somher~ Star Concrete guarantee~ tki~ mix de~ip wifi a~ve the s~ ~p~e ~ w~ t~ and ev~uat~ in ~corda~e ~th ~TM C 172, C 31, C 39, C ~ and AC! 318, and when the ~ommeu~ p~edu~ for ~cem~t and cuing tn ACI ~, ~ / 3~ a~ f~w~. W~n ~ for ~n~ ~fl~, ~ ~m~s mu~ ~ eu~ in ~ ~co~a~ ~ ~ 10 of ASTM C 31~3. 0 IbL Coarse Aggregate AS~ C 33 Grade 57 -- th. tbs. lbs. Fine Aggregate ASTMC 3~ 0 Admixture ASTM C 494 Type [~ or G (HRWR) 73.3 o~. Hl~-aa~ge Wa ir Entraining Agent ASTM C 260 AEA 3.1 o~ Mr 254 ~ In accordance with A C131& please forward copies of all concret~ test reports to the Qualhy Control D~partment at the above address so tkat we can monitor mix ~et~ormance and ~ra~ide data for.fitture pr~ec~ Thank yot~ Tim Kaiser ~m:~ o7 2~ ~:~o~- Kaiser Contrarto~ ProJK~: I Mix No. Field Test Data [ I Austin C~mmercial Construettea, Inc. Service Roads SA-13 Design Strength: DI~V Inter~atiml Airport Data Represents: Date 08/08/2003 5.00 08/08/2003 5.50 08/08/2003 7.00 08/28/2003 7.50 08/28/2003 7.75 08/28/2003 7.00 08/29/2003 7.50 08/29/2003 7.50 08/29/2003 7.25 09/03/2003 8.50 09/03/2003 8.50 09/09/2003 3.50 09/10/2003 5.00 09/13/2003 5.00 09/13/2003 7.75 09/13/2003 8.00 09/19/2003 8.50 7503 Basis for Selection ACI 310, Secfloa 53.2.1 (5-2) 5000 psi Mod. Standard Deviation: 688 psi 17 TuU Required Str~ztk: 6103 psi 07/26/2004 Average Stre,gtk: 6180 Fugro South, Inc. I Terra-Mar, Inc. Data Updated: Conc 7 Day ComoreaMve 25 ]~Y ~OBmrcaalYe Sts ~.~ Data 56 Dayll ~-'------~ Temp Air'/, CyL 1 ] C~'L 2 [7 Day Avg[ Cyl. I CyL 2 [ SetAvg Avg./31 Range ] St. Dev. [ RunAvg 100 4.5 5780 5950 5870 7140 7310 7230 170 7230 93 1.3 4390 4520 4460 5250 5310 5/80 60 1379 6260 101 6.5 5320 5110 5220 6250 6440 6350 6290 190 977 6290 94 4.5 5300 5440 5370 6290 6410 6350 5990 120 798 6300 91 2.4 4040 4040 4040 5420 5370 5400 6030 50 800 6120 95 2.8 5400 5550 5480 7010 6860 6940 6230 150 790 6260 88 4.8 5320 5350 5340 6570 6480 6530 6290 90 728 6300 90 3.0 4290 4170 4230 5240 5420 5330 6270 180 756 6180 89 5.0 4830 4890 4860 6060 6050 6060 5970 I0 708 6160 88 4.7 4290 4450 4370 5770 5960 5870 5750 190 674 6130 88 4.7 4460 4380 4420 5910 6010 5960 5960 100 642 6120 92 3.2 4810 4980 4900 6260 6280 6270 6030 20 613 6130 85 3.5 4250 4070 4160 5670 5520 5600 5940 150 605 6090 78 4.0 6690 6770 6730 7320 7180 7250 6370 140 659 6170 80 4.4 4840 4980 4910 6290 6200 6250 6370 90 636 6180 72 5.0 5290 5450 5370 6630 6460 6550 6680 170 621 6200 86 5.0 4780 4660 4720 5680 5880 5780 6190 200 610 6180 Southern Star Concrete, Inc. Field Test Data for Mix 7503a 1 Southern Star Concrete, Inc. OmdiOt Control Department FORM,IL MIX DF~IGN FOR READY MIX CONCRETE Pot~er Concrete Date: BCE Specialties Distribution Wnrekouse 9903 P~els .ndy 2~ 2~04 Pro jeer: Mix n~ #: w/cra l~ (g~ak): 4.07 ~aeo. U~ w~: 144.9 pd ~? I~*nle (~'~",~: 8 "+/- !" W/Cm I~fio 0b~b): 0~6 ~x. / Min. C~ Temp.: ~ Ref: ACI 305 / 3~ ~c~ 8~r Coacme ~a~n~ ~ mix d~ ~U aeh~e the evMuat~ ia ~ ~th ASTM C 172, C 31, C 39, C ~ and A~ 318, a~ whea the ~om~n~ p~edu~s for ~a~mt amd c~ng in ACI 3~, ~ / 3~ are fdbw~. W~n u~ ~r ~n~ ~flm~ S~ s~lm~s must ~ eur~ in s~ a~dance ~b ~n 10 ~ A~M C 31~3. ~ement AS~ C 150 Type I/11 W n Cubic Y S D 720 ro~ 0 k 0 2oarse Aggregate ASTM C 33 Grade 57 1" 1~40 0 0 0 Fine Aggregate ASTM C 33 Sand 1093 0 0 0 ~kdmixture ASTM C 494 Type F or G fnRwn) 108.0 Air Entraining Agent AS~ C 2~ AEA 3.6 Water ASTM C 94 2~ In accordance with ~4 C1318, please forward copies of all concrete test reports to the Quality Control Department at the aboveaddresssotkatwecanmonltormixpefformanceandprovided~forfumreprojec~ Tkankyot~ Tim Kaiser M,ueger of Quality ~rvi~e, Kaiser Project: Various 27 01/15/2003 6.75 28 01/15/2003 6.75 63 29 01/15/2003 6.75 63 3o 01/15/2003 6.75 63 3~ 01/15/2003 6.75 63 32 01/15/2003 6~75 63 33 01/15/2003 6.75 63 34 07/01/2003 8.00 96 35 07/14/2003 6.75 88 36 07/25/2003 9.00 92 37 07/25/2003 10.50 97 38 07/25/2003 9.00 91 39 07/25/2003 8.50 91 40 07/25/2003 9.50 90 41 08/07/2003 I 1.50 102 Field Test Data I Mix No. 9905 Basis for Selection AC! 318,Section 5.3.2.1 (53) Design Strength: 6000 psi Standard Deriatioa: 669 psi Data Represents: 41 Tesls Reqlllred st~m: 6959 p~ Various Dat~ Updated: 07]26~004 Average StreaZ~: 7110 P~ Conc 7 Dav C0mnressive ~f~ Dav Coms)ressive SWennth Data I ] I s6Day] ~m? Temp Air'/, C~L 1 [ Cyl. 2 [7 Day Avg] CyL ! I CyL 2 [ SetAvg[ Avg'3 1 Range St. Dev. [ RunAvg 63 5630 5490 5560 6470 6740 6610 7040 270 624 7310 5320 5390 5360 6590 6360 6480 6710 230 632 7280 5310 5280 5300 6520 6720 6620 6570 200 633 7260 5220 5160 5190 6720 6820 6770 6620 100 628 7240 5450 5490 5470 6410 6630 6520 6640 220 631 7220 5500 5370 5440 6770 6670 6720 6670 lO0 627 7210 5340 5470 5410 6370 6250 6310 6520 120 637 7180 5250 5160 5210 6210 6610 6410 6480 400 641 7160 6300 6330 6320 7720 7580 7650 6790 140 637 7170 5100 5270 5190 5760 5770 5770 6610 10 669 7130 5450 5170 5310 7730 7790 7760 7060 60 668 7150 5190 5160 5180 6320 6260 6290 6610 60 674 7130 5270 5200 5240 6910 6840 6880 6980 70 666 7120 5010 5230 5120 6330 6260 6300 6490 70 670 7100 6920 5980 6450 7940 7530 7740 6970 410 669 7110 Southern Star Concrete, Inc. Field Test Data for Mix 9903 Southern Stor Concrete, Inc. O~tlity Controt Oepar~ent FORMA£ MIX DESIGN FOR READY MIX CONCRETE Po~ter Concrete BCE 3~dl~p~ Distribution Warehouse 7750 MIX SPE~iFICATIONS 3000 psi ~ 28 Days sa~c~] 5.~ 5.5% +b 1.5% ~a[ 0% 0.55 w~ ~ ~): 6.19 ~ Ref: AC1 305 / 3~ T~. U~t w~: 143.5 Southern Star Concrete guarantees this mix design wifl arbieve the Sl~ClfJed compressive sweugth when tested aaa evalntt~d in a~cordauce with ASTM C 172, C 31, C 39, C 94 and AC! 318, and when the r~ommeud~d procedures for placement and custag in ACI 304, 30S / 306 are fogowed. When used for acceptance testin~ strength specimens must be cured in strict accordance with Section 10 of ASTM C 31-03. ASTM Stambrde ~ement ASTM C 150 Type 1/H W' la Cu Y 470 0 :g vo 0 Coarse Aggregate ASTM C 33 Grade 57 1" 1900 0 0 0 Fine Aggregate ASTM C 33 Sand 1247 0 0 Admixture ASTM C d94 Type A or D 14.1 o~ wn 0 0.0 Air Entraining Agent ASTM C ~60 AEA 2.4 Water ASTM C 94 250 Ib~ In accordance with ACi 318, please forward copies of all concrete test reports to the Q~allly Control Department at the above address so that we can monitor mix performance and provide dato for f~ture prol'ects. Thank you. Tim Kaiser Kaiser Manager of Quality Services 7750 l Field Test Data I Mix No. Turnkey Construction 2002 Alley R~constructioa, Phase IV Design Strength: Richardson, Texas Data Represents: Basis for Selection ACI 318, Section 5.3.2.1 (5-2) Contractor: Project: 3000 psi Mod. Standard Deviation: 539 psi 2~0 Test~ Requlr~ Strength: 3755 P~J I 11/21/2003 4.00 69 3,6 3880 3800 3840 4570 4690 4630 120 4630 2 11/25/2003 4.00 60 3,8 3680 3440 3560 4320 4020 4170 300 325 4400 3 12/01/2003 4.50 67 4.6 3030 3030 3850 3870 3860 4220 20 387 4220 4 12/02/2003 4.50 67 5.0 2970 3070 3020 3990 4040 4020 4020 50 332 4170 5 12/05/2003 5.00 62 5.0 3320 3480 34Be 4580 4520 4550 4140 60 334 4250 6 12/09/2003 4.50 59 4.! 3980 3940 3960 4810 4820 4820 4460 I0 380 4340 7 12/10/2003 3.75 60 5.1 3860 3630 3750 4690 4680 4690 4690 10 371 4390 $ 12/23/2003 3.50 61 2.8 3850 3650 3750 4460 4660 4560 4690 200 348 4410 9 12/31/2003 4.25 63 4.7 3160 2840 3000 4110 3880 4000 4420 230 354 4370 lo 01/08/2004 3.50 59 4,3 3770 3840 3810 5080 5290 5190 4580 210 423 4450 ~1 01/09/2004 4.00 60 4.6 4020 3980 4000 5200 5160 5180 4790 40 458 4520 ~2 01/22/2004 5.50 60 6.2 3210 3170 3190 3890 3940 3920 4760 50 469 4470 13 01/28/2004 3.00 66 5.0 3760 3800 3780 4590 4580 4590 4560 I0 451 4480 in 01/29/2004 3.00 65 4.8 3360 3350 3360 4250 4050 4150 4220 200 441 4450 ~5 02/03/2004 3.75 55 5.5 3810 3400 3610 5230 5110 5170 4640 120 464 4500 16 02/19/2004 4.00 69 4,2 3520 3370 3450 4260 4350 4310 4540 90 451 4490 I? 02/20/2004 5.50 65 3.6 2740 2710 2730 3470 3450 3460 4310 20 503 4430 18 02/28/2004 1,25 58 3.9 3970 4100 4040 5180 5050 5120 4300 130 514 4470 19 03/02/2004 4.00 61 4,0 3140 3090 3120 4020 3930 3980 4190 90 512 4440 20 03/08/2004 5.00 64 4.6 3450 3360 3410 4570 4460 4520 4540 1 lO 499 4440 Southern Star C~lcrete. Inc. Field Test Data for Mix 7750e I TECHNICAL DATA Sure-Lift'" (J-6) Premium Cure & Bond Breaker PRODUCT DESCRIPTION: Sure-Litt is a premium-grade concrete curing compound and bond breaker for tilt-up construction from Dayton Superior Corporation. Sure-Lift is a long chain chemically reactive compound that is unique in the marketplace bo- cause it contains no silicones, resins or waxes. Sure-Lift will not interfere with the bondability of paints and coatings designed for exterior concrete when applied according to their manufacturer~ instructions. The organic compounds in Sure-Lift react with the free lime in the concrete. During the chemical reaction, a gel is produced in the pores of the concrete that forms a water impermeable barrier. This impermeable barder restricts mix water (which is needed for hydration) from being absorbed into the casting slab. The resulting downside surfaco of the panel wilt be stronger an~l have a more uniform, cleaner appearance. Sure-Uft contains a fugitive dye to aid in the application. Once an application of Sure-Lift is dry, it resists light abra- sion caused by foot traffic during construction and the setting of reinforcing steel. PURPOSE: Sure-lift is a combination cudng compound and a bond breaker for flit-up and lift slab construction. As a curing compound, it meets the ASTM C-309 specifications. As a bond breaker, Sure-Lift is unsurpassed in providing a clean, easy lift. In performance testing, Sure-Lift required less pounds of pressure to release and lift panels than the other major competitors. Sure-Lift contains no resins or waxes that might stain concrete panels. Properly applied, Sure-Lift will not transfer to the panels. Painting can be performed as soon as the moisture content in the concrete is at an acceptable level for the paint manufac- turer. Sure-Lift is compatible with the solvent based adhe- sives used in installing carpet, tile, vinyl, and other floor coverings. Sure-Uff, because it is chemically reactive, is also more resistant to rain and weather than resin-based bondbreak- ers. WARRANTY MAKE ~lY W~RAN~TY~X.f~_ E_S~S OR IM~._ IED~OF ~&NY ~NAT~RE WH&T- 8OEVER-WITH RESPECT TO THE PRODUCT OR THE USE THEREOF. ADVANTAGES: · Chemically reactive · Panels lift easior than those treated with competitive products · Resists rain and weather -- less reapplication · Clean panels, no resin stains · Reduces waiting pedod for painting · Resists construction foot traffic · Saves money, covers more square feet per gallon than typical membrane forming bondbreakers · Compatible with solvent based adhesives · Meets ASTM C-309 for curing · Contains a fugitive dye for ease of application MEETS SPECIFICATIONS: ASTM C-156 (Method of testing for ASTM C-309) ASTM C-309 APPLICATION INSTRUCTIONS: Curing New Concrete: Cure the entire casting slab with Sure-Lift immediately after final steel troweling and surface ~vater has disap- peared. Coverage should be 400 square feet per gallon or to the point of rejection for smooth, steel troweled sur- faces. For rough or light broom finishes, increase the ap- plication rate up to 200 square feet per gallon. On broom suriacos, spray in the same direction as the brooming wes applied to the surface. If the broom strokes go norfh and south on the panel, then move the sprayer wand in the same direction. However, smooth steel troweled surfaces will provide the best results for bond breaking. Even though this coat is applied as a cure, this is the first and most important bondbreaker coat. It is absolutely necessary for Sure-Lift to remain at the surface of the slab and not be absorbed down into the pores. Heat, iow humidity and wind make it more imperative to apply Sure-Lift im- mediately after finishing. The solvents in Sure-Lift are lighter than water so the cure and bond breaker will float and remain on the surface of the slab if applied soon enough. The entire slab must be completely covered. DO NOT OVER OR UNDER APPLY. (Continued on Back) DISTRIBUTED BY: Dayton Superior Corporation Chemical Operations Office & Plant 402 South First Street, Oregon, IL 61061 Telephone (815) 732-3136 3-90B GENERAL PURPOSE CURING COMPOUND KUREZ H VOX is a reduced odor, water based liquid ~nembrane forming curing compound for new concrete. The membrane allows the concrete to retain sufficient moisture to achieve the designed strength, and ex- ceeds ASTM specifications. pRIMARY APPUCATIONS · Exterior paving · Decks and parapet walls · Walls and columns · Industrial and commemlal floors · Residential concrete ,, Sidewalks, curbs and gutters · Interior end exterior concrete · Forms an efficient moisture barrier for optimum cur- ing of c(mcreta ,, Helps harden concrete through the promotion of proper cement hydration · Suitable replacement for solvent based cures where fumes are objectionable · Designed for interior or exterior applications SPECIFICATIONS / COMPLIANCES · This product meets all air quality standards for Cali- fornia, New Jersey and locales with similar clean air restrictions · Meets ASTM C-309, Type 1, Class A & B · Meets AASHTO M-148, Typo 1, Class A & B · Acceptable for U.S.D.A. approval · This product meets V.O.C. contents in accordance to EPA 40 CFR Part 59 Table 1 Subpart D for Concrete Curing Compounds with a maximum V.O.C. content of 350 gA KUREZ H VOX is packaged in 55 gal (208 liter) drums, 5 gal (18.9 liter) palls and 6/1 gal (3.8 liter) units pot eee. TECHNICAL INFORMATION Typical Engineering Data The following results were developed under laboratory conditions. Drying Time: ........................................... 1 hour Foot Traffic: ............................... 2-4 hours Wheel Traffic: .................................. 6-10 hours VOC Content: ......................................... 344 gA Shelf life: 1 year in original, unopened container Appearance KUREZ H VOX is a pale yellow, opaque liquid. After application, the film dries clear. Heavy applications and/or prolonged exposure to moisture will cause the cured film to have a milky appearance. Drying will allow the membrene to become clear again. Product has moderate UV resistance and may discolor in sunlight. Smooth Concrete Textured Concrete ft2/gal (mVIiter) 300 (7.4) 200 (4.9) *Coverage rates assume hard troweled floors. Cover- age will vary from the above rates depending on sur/ace porosity and texture. AVOID EXCESSIVE BUILD-UP, THICKER APPLICATIONS MAY LEAD TO DISCOL- ORATION AND IMPROPER SEALER PERFOR- MANCE. Surface Preparation-This product is designed for use on fresh concrete only. The concrete surface should first be finished to the desired texture. Mixing-Agitate before using. Material may separate during long term storage. Mild agitation is recommended before usage. Appllcetlon-Apply at a uniform coverage by spray or roller application. Product may be sprayed with a hand heid "pump-up, sprayer or with an airles_s~ jndustri_al sprayer. If roller applied, use a short-napped sleeve. Euclid Chemical Company ia lSD 9001 Certified Cert.#109877