The URL can be used to link to this page

DR9303-LR 960724 CONCRETE MIX DESIGN C~.][PalT : ]~am~o Conetz~ut~on DAT~: 7/211/96 PRO,CT : Moore ~ad LOCATXG~ : CoppeXl, ~ezam MZX # 724 DKSTGN 8P~FZCATTOHS: 5.0 a&ok- 28 Do~ 8tzong~: ~00 C~n~ Co~n~ : 5.0 FI~ Aah Con.at : 00.0 H~ Plac~nt Sl~ ; 4 ~r Engining ~ztu~: ~ C260 -6% N/C ht~o: 0.44 ~/~b C~nt ~ C150 470 lb~. 2.391 · 1~ ~b ~ C618 O0 1~. Co~;~e ~q~qate 1~40 ~. 11. GO2 ;~=e ~g~te 146~ 1~, 8,920 W~F ~5.0 galm 3. 337 ~z~ure U~ C494 14.0 oz/~d ~z~ure U~ C260 2.50 oz/~d 1.350 27. REDI-MIX. Inc. PHOhE: (214J 242-4tS~0 CAI~O~'ro#, TX 75007 (214) 242-4550 28 Day Com~reas[ve Mix: 724 F'cz 3000 pal 07/23/96 MIX 724 .......... 3000 pe~ .......... So~ t V~ZOUS CO~ 7 day 28 day 7/26 S~le SI~ ~p Co~p CO~p Ratio 105895 4.~5 64 4100 4580 0.90 ~05900 3.75 65 3465 3920 0.88 106012 4.25 68 3930 4440 0.89 106017 4.50 68 3680 4190 0.88 106022 4,25 68 3600 4140 0,87 106466 3.50 90 4200 4800 0.88 110455 3.25 89 4~65 4930 0.84 123132 4.50 81 3~00 4025 0.77 123140 4.50 83 3015 4050 123146 5.00 85 2815 3805 0.74 94~11 4.75 88 3030 3750 0.81 9~227 5,00 89 3170 4055 0,78 ~028~4 5.00 89 3625 4710 0.77 ~23356 4,75 88 3445 4~5 0.75 123381 5,25 > 9~ 3180 4~60 0.75 N/A 4.00 - 3090 4530 0,68 ~26~45 5,50 > - 2990 3540 0.79 112348 3.50 95 3525 ~465 0.79 157057 5.00 61 3800 5115 0.74 157072 4,75 60 3735 4470 44146 3.00 82 3030 4200 0.72 44155 4.00 84 3120 4120 0,76 43500 5,00 87 3430 4200 0.82 43519 5.25 > 89 3520 4300 0.82 54878 5.00 92 3555 43~0 0,82 4s~5 6.00 > 85 3155 4260 0,74 45702 6,00 > 87 2980 4020 0.74 64124 5.00 50 < 3395 4350 0.78 P. Con 7 day 29 dny 7/28 supl~ Slu~p ~mp ~p Coa~ Ratio 17117 5,50 > 57 3205 4525 0.71 32422 4,00 68 3600 4925 0.73 Cot~t~ ......... - ....................................... 30 28 30 30 30 Aver&ge .............. 4,60 79 3415 4320 0.79 S~andardDevia~on ........................................................ 0.76 ~3 385 365 0.06 Ra~ ............................................................ -- - - - -- - - - 3,00 50 < 2790 3540 0,68 6.00 > g5 4200 5115 0,90 Coe~;XcXenb o~ Va=Xatton ................................................... 16.44 Z6.26 11.29 8.44 7.~2 P. 2 ONCRETE) CONCRETE MIX DESIGN #?32 i~OuTICT : Moo~ ~d LOCATZOH : Coppoll, Tex~ MZX J ?32 DEBIGII 81~CIFICATIGH8: 6.0 28 D8~ B~e~g~: 4000 Fly Ash ~ntent : O0.O ~gr~i~ BX~e : ~ C33 SXse No. 57 ~= Entta~uX~ ~zhuze: ~C260 3 - 6 % Cmnt ~ C~50 564 ~o, 2.869 r~ybh~C628 O0 Couse ~ate 2850 ~o. ~1.062 rSno ~gr~i~ ~254 lbs. ?.581 ~uro ~ C494 29.0 d ~xtu~C260 2.80 os/~d 1.350 27.000 ~f- REDI-MIX, Inc. GENERAL OFFICE/144% MooA,Wu, Ddw. Suite 138. Clr,om~n. ?.~a* 75007 I~DI-NIX CONCRET~ INC. 1445 ]~CA~tTHUR DRIV2 CA]~oLLTONw TX 75007 (214) 242-4550 Frequency Dis~ribution Anelysil 28 Dey Co~preasive Strength MiX: 732 F'C: 4000 psi 07/23/96 732 .......... 4000 ~ .......... 7/27/95 D~aoription : 6 ~ ~/AIR Source t V~IOUS Con 7 ~y 28 day 7/28 _ ~1~ 6400 0.72 142590 5 · 00 70 48~5 57 ~5 O. 85 168281 3.00 7u 168379 3,50 68 5220 6185 O. 84 168513 4 · O0 65 5~60 6245 O. 83 168615 4. oO - 5310 6155 O, 86 31875 4.00 74 5125 5715 0.90 42548 4.00 ~ ~.7~ 5665 0.82 42327 4.00 ........................ ..................... --O- 4~65 0.72 75 6.00 > 77 ~ u 535 -- -==~ 5905 0.83 051496 4.50 ['[ ~ SOO0 O. ?? 53927 5. O0 ~ .~= 5040 0.80 P. i Con 7 day 28 d~y 7/28 Sample 8lump ~np com~ comp Ratio ID in d6,9 F ps~ psi % Coun~ .................................................. 26 25 22 26 26 &re,age ........ - ............. 4.20 76 4610 5718 0.81 ;tanda~d Devta~o~ .................................. 0.76 ~1 568 ~83 0.05 Range ................................................. 3.00 E5 3300 4080 0.72 6.00 > 95 5635 6625 0.90 Coe~ilclent o£ V~rlation .................................. 18.02 14.40 12031 lO.19 5.72 p. 2