The URL can be used to link to this page

Freeport NIP(7.4)-LR000504 LATTII IORE MATERIALS COMPANY P.O. BOX 556 (972) 569-4646 (972) 2Z1-4~46 Client: Pot~er Concrete Date: 04-MAY-00 P"OjOct: Freeport V~-'/i Materials: Coppel~. Texas I .,bore mix design will achieve . and evaluated In accordance with 4 an¢l when the recom~en~ed procedure~ · ~ C-~. ~mom Ma~dals Co. mqu~ts that copi~ ~ all P.O. BOX 556 MCKIHNI::Y, TEXAS 75070-0556 (972) 569-4646 (972) 221-464~ Client: Potter Concrete Date: 04-May-00 P,oject: F~po~ V&Vi I Coppell. Texas I Materials: Cemc,I A~.TM C-150. Type I FNaah- A~TM ~.-R1R. Class C. Coarse A;jg.; AISTM C-33. 1"- ~f~ Crushed Slo~e Fine Agg.' A~ rM C-33. Concrete Sand Admi~rl~¢ee AE;TM C 494. Type D .~/hefl wam~er ~rnbien! conditions wan'rant use} A6TM C-260 ~ Cubic Yard By Weight - : Class A Uae ' PavincJ Mix No. 40 Strength ~ 28 Oay~ 4000 ~ Air Cement. Ih.~ ~17 Fly Ash, lbs 0 C. Agg., lbs 1850 ~and, lb. 1380 Water, lbs 238 W/R, oz 0.0 AEA, oz 3.,I Total Weight Unit Wt, ~'CF 147.1~) WlC Ratio. ~ # 0.46 Fly Ash, % 0 Maxi~num Temp. ;Itg. 90 $1.mp. inche~ 4 - ~ R Air, % entrained 4-6 Latfimnr~. Re~dy Mi~ g,ar~,nteP..~ ~fhe ahnw~ mix deeion will aehle~ , . ~e ~fied ~ ~n ~t~d and evalua~ in acco~a~ ASTM C-172, C~t, C~9 and C-94 and w~ ~e reoommended for placement .~ curing ou~ned ;n ACl 30~308 e~ ~oll~ed. In acco~ance w~ ~TM C-~, la.mom Ma~Hals Co. ~ ~at co~ of all s;en~ t~ N ~m~ ~ oar Quali~ Consol Oepa~e~ LATrlRtl-0RE MATERIALS COMPANY P.O. BOX 556 MCKINNEY. TEXAS 75070-0556 Client: Potler Cr)ncre~ [:)ate: 04-May-00 PrnJe~.f: Fr~pnrt CODDetl, Texas Materials'. Cemer~- A~TM C-rS0, l'~e I Flyash: ASTM C-618, Class C Coame Aqg.: ASTM C-33. 1", ~4 CnJshed Slone I~ine ngg.. A,~TM C-33. Concrete ~end Admi~l.r~' A~TM (when w-amer ambient conditions We~Tmnt use) A.BTM C-260 · I .C. ublc Yard By Weiaht - $SD Class use Paving Mi~ No. 40 Strength ~ 28 Day.~ 4000 .~ Air Cement. lbs 5 i 7 Fly Ash. lbs 0 C. Agg.. IDs 1 Water, lbs 238 W/R. oz 0 0 Total Wei(lht 3974 Unit Wt, ~ICIc la? 10 WlC Ratio, ~ ~ 0.46 Fly Ash, % 0 Max;~num Temp, eles~j. Slump. inches 4 - 5.5 Air, % entrained 4.6 L,ltlmnm R~.edy Mix gimranteeel .~he able mi~ d~ign will aeh~ ~ s~cifi~ etr~gth ~n t~d and evelua~ In a~eo~an~ wl~ ASTM C.172, C~1. C~9 an~ C-~ and w~en ~e ~ommenaed p~u~ for plaoement and ouHnfl sunned In ACt 30~306 =re ~llow~. ; In accordance ~ ASTM C-~. ~mo~ Ms.Hals Co. mqu~ that copies ~ all a~ength ~ ~ fo~ [~ ~ur Q~l;ty Control ~par~en~ JS I LATTI: /IORE MATERIALS COMPANY P.O. BOX 526 McKINNEY. TEXAS 75070-0556 (972) 569-8646 (,172) 221-4646 MIX NO.: 4o DESIGN STRENGTH: 4000 7-28 Date Slump Air T~mD 7 Day ? Day AY9, 28 Day 211 Day Avg. AY;l J3 Range Gain 1 09-Novo98'""-4TS~ ......... ,+--, 6B 4! 10 3990 4050 5290 5190 *---5'240 ........ 9*00 .... 2 OR. Nov 08 4 75 ] 67 4130 4050 4090 $320 6420 5370 100 1.31 3 09-Nov-g8 4 75 !~ 70 4550 4420 4485 5550 5430 5490 5367 120 1 4 09-Nov-98 4.50 ! 69 3720 3810 3765 4980 5030 5005 5288 50 1.33 5 24-Nov-Ce 5.00 I aO 3340 3190 3205 4280 4250 4205 4920 30 1 ,~1 6 24-Nov-gR .~ 5n I ~ 1 .'3,420 ~P~ Rq~.g; 4230 4110 417ll 4480 120 1.25 7 09-Deo-98 5 7.5 4 8 58 3520 3370 3445 4160 3880 4020 4152 280 1.17 8 09-Dec-98 6.50 5.5 58 3640 3700 3670 4800 4800 4700 4297 200 1.28 9 O8-Jen-~9 50C~ 55 4370 4580 4475 6160 ~440 6310 5010 260 1.41 10 08-Jan-g9 6.50 I 56 3590 3770 ?,680 4840 5230 5085 5,348 390 I 37 11 14-Jan-.OcJ 5 25 4 9 i 36 3900 4240 4070 5590 5470 5530 5~25 120 1,36 12 14-Jan-99 5 00 5.0 41 3870 3810 3840 5030 4900 4965 5177 130 1.29 13 14-Jan-99 5.00 4.6 · ~7 4250 4770 45~0 5680 5440 5560 5352 240 1.23 ; 14 18-Jan-99 5?25 I 68 3530 3660 3595 4240 4700 4470 4998 460 1.24 15 18-Jan-99 5.50 I 75 3120 3260 3190 4590 4170 4380 4803 420 1.37 10 18-Jan-99 5.25 75 4480 4(~o 4570 4770 5110 4940 4597 340 1.08 18 21 -Jan-99 6.25 114 3120 3220 3170 4820 4660 4740 4682 160 1.50 19 Gl-Feb-g9 5.25 ~ ~'3 3060 3190 3125 4330 4240 4285 4463 90 1.37 20 17-Mar-99 5.00 i ~0 3010 3400 3545 5400 ~70 5535 48~3 270 1.50 21 17,Mnr-gg R ~ { .~R .I~2Cl 37~0 .~J3.~ 5150 5260 5205 5008 110 1.43 22 17-Mar-q9 5 0O i 58 .1340 3530 3435 5000 4720 4860 5200 280 1.41 23 17-Mar-99 5.50 i $8 3660 3960 3810 5350 5240 5295 5120 110 1.39 24 07-Jun-gO 6.50 I 90 3770 3860 3815 4890 4780 483~ 40g7 110 1.27 25 10-Jun-~g 3.50 3.5 i ~1 4440 4210 4325 5620 5480 5550 5227 140 1.28 5.22 4.7 { $5 3760 4905 203 1.33 STD. DEV. ) 556 MOD. DEV. 572 A¢I 318-5.3.1.2 REQUII~EMENT$' (B 1 )Pcr -- fc + f L'~4i 4767 (5.2) t"er -- fc + 2 33e - 500 4834