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MacPlaza 1 Sun-CS 960827AUG-29-96 THU 08:15 AM REDI-MIX. INC. 817 485 5985 P.01 a FAX TRANSMITTAL, TO : J~v;~13E c-r` ~rb,e~ E 01! FROM : ~~, o ~ - PROJECT: ~oPA~~u-/~2~4 ~"~4'C~~ SUBJECT: /y~X Il~~~~~ _ __.. DATL : 8 "~ ~ TIME : ~.~: ov 8m~ rt _....~.a...r ** PI,EAS>a COPY REDr~MIX ON ALL ~~='TyS OF TEST REPORTS This transmission consist of ~~ pages "•-- ,d:itian to this cover sheet. please call {g17)485~4H50 if you diet zeceive ~_ ~.~ages. REDI~MI7C, INC. ~~ 5517 DENTON HWY. G~~RY ~. HERRON HAI,TOM CITY, TX. 76198 TEC[3NICAL SERVxCE MANAGER PHONE (87.7) 485-4850 >:AX (817)485-5985 REDI-MIX, Inc. GENFlIAL oFFlCE!~ 445 t,1a•:Art~"r r,~.;~, '_ - '?5. ';arrrllron, Taxes 75007 AUV-29-96 THU 08:16 AM REDI-MI~.INC. 817 485 5985 P.03 REDIwMIX CpNrRETE, TNC. 1445 MACARTHUR DRIVE CARRpb~TON, TX 75007 (214) 24Z-4550 Frequency Distribution Analysis 28 Day Compressive Strength Mix: 721 K'C: 3000 psi 08/27/96 MIX DESCRIPTION 721 °--------~ 3000 psi -----~---- 5/19/95 Description 5 SACK Source VARIOUS Con 7 day 28 day 7/28 Sample Slump Tmp Comp Comp Ratio TD in deg F psi psi ~ 42929 5.75 > 74 2910 4255 0.68 52815 4.00 75 3420 4630 43175 5.25 > 77 2315 3185 0.73 32728 5.50 > 69 2760 3890 0.71 13520 5.75 > 71 2590 3335 43396 5.50 > 73 2730 3745 0.73 13720 4.50 76 3030 3880 80 0 43604 5.00 76 281 3540 3835 . 0.83 33498 6.00 > 75 3170 3535 4660 0.78 14653 5.00 74 ____ ------ - --------°^------------~ ------ -- 4570 0.85 44324 5 .25 > 73 3890 365 4410 0.74 44332 5.25 > 78 78 3115 4375 0.71 44390 4.50 79 X050 4175 0.73 44412 6.00 > 76 X5'75 3950 0.75 34635 4.50 85 3035 4070 0.75 34643 4.50 68 2780 3900 0.71 43726 5.50 > 68 2630 3910 0.67 45735 5.00 5 50 > 68 2275 3540 0.64 45745 . 00 3 88 3005 3785 0.79 35465 . - --- r 3245 4265 0.76 35642 00 3 93 81 2775 3875 0.72 35670 5.00 89 2605 3225 0.81 36027 5.00 88 2230 3040 0.73 36032 5.00 90 2370 2965 0.80 36046 5.00 94 2455 3560 0.69 a7~o~ 46963 5.75 5.00 > 91 2550 3745 0.68 361109 5.00 98 > 2195 3205 0.68 P. 1 -------------------------~µ----- AUG-^<9-96 THU 08:1ti AM REDI-MI:<.INC. 817 485 5985 P.04 Frequency Distribution: 28 Day Compressive Stirength Con 7 day 28 day 7/28 Sample Slump Tmp Comp comp Ratio ID in deg F psi psi ~ 361118 5.00 91 2955 3970 0.74 122781 5.50 > 74 2385 3755 0.64 ----- COUn --rr--------rw....------rw--- ------r..-------- w~--------r..--- ------w 4 30 30 30 30 30 Average --- --°---------^----------..-..-- ---------------.. .._------------- -----.... 5.02 > 80 2839 3842 0.74 Standard Deviat7.on ----_r------------- ------r^-------- r^---------•--- -----..,. 0.72 9 416 461 0.05 Rage ----- ^^--------_..--------------- ------^--------- -^--------_....-- ------- 3.00 68 2195 2965 0.64 6.00 > 98 > 3890 4660 0.85 Coefficient riation of Va ------------- ---------------- --------------- ------- 14.39 10.98 14.65 12.00 7.10 P. 2 ._,.AUG-29-96 THU 08:ST AM REDI-MIX,INC. 817 485 5985 ~~~ .. CONCRETE MIX DESIGN #732 CLIENT Sunbelt Storage DATE: 8/27/96 PROJECT MacArthur & Beltline LOCATION Coppell, Texas MIX # 732 DESIGN SPECIFICATIONS: b.0 sack WRA/AEA (Paving) 28 Day Strength: 4000 psi Cement Content : 6.00 sack Fly Ash Content : 00.0 ~ Maximum Placement Slunep 5 inoh Aggregate Size A3TM C33 Size No. 57 Water Reducing Admixture: ASTM C494 Type A or D Air Entraining Admixture: A3TM C260 3 - 6 $ Max W/C Ratio: 5.5ga1/sack MATERIALS: One Cubic Xard Weights (SSD) ABS.VOLI714E Cement ASTM C150 564 ].be. 2.869 Fly Ash ABTM C618 00 lbs. Coarse Aggregate 1850 lbs. 11.062 Fine Aggregate 1254 lbs. 7.581 Water 30.0 gals 4.138 Admixture A3TM C494 17.0 oz/yd Admi~cture ASTM C260 2.80 oz/yd 1.350 C PLEASE NOTL ASTM C94 Standard Specifications Por Ready Mix Concrete states as follows; "When the concrete strength is used as a basis for acceptance, the manufacturer shall be entitled to copies of test seports.. The individual who samples and tests concrete must be testified ACI Level I . " Additional water added in excess of specified slump is at customers risk. 7 ~9~ sate REDI-MIX, Inc. GEiVERAL OFFICEr t 445 MacArthur Drive. Spice ~ 36, Carrollton, Texas 75007 TO EN URE PROPER DE82GN ORDER BY MIX #732 ,,.~ ~ a cry L. Ae on, CSI zeahnio 1 Services DQas~ager P. 05 AUG-29-96 THU 08:17 AM REDI-MI:~,INC. 817 485 5985 P.06 REDX~MTX CONCRETE, ING. 1445 MACARTHUR DRIVE CA12RpLL'7'ON, TX 75007 (214) 242-4550 Frequency Distribution Analysis 28 Day Compressive Strength Mix: 732 F~c: 4000 psi 08/27/96 MIX DESCRIPTION 732 ---------- 4000 psi -~-------- 7/27/95 Description 6 SACK AD/AIR Source VARIOUS Con 7 day 28 day 7/28 Sample Slump Tmp Comp Comp Ratio ID in deq F psi ps.i ~ 168615 4.00 - 5310 6155 0.86 55361 3.50 90 4180 5050 0.83 31875 4.00 74 5125 5715 0.90 55510 3.50 84 3820 4505 0.85 55618 5.00 90 4170 5175 0.81 42548 4.00 90 4650 5795 0.80 57296 4.00 92 4243 5245 0.81 20310 4.00 91 4670 5665 0.82 20490 4.50 89 4915 5725 0.86 26823 5.00 60 4080 5245 0.78 ---- w------r -----••----r w..----~ w- ---.. -.. ---- ~•----- ~. w-----r ~-----r..------ r w--- 35181 3.50 55 4985 6290 0.79 35339 4.25 71 4735 5750 0.82 80555 4.00 70 4140 5760 0.72 36301 4.25 65 4940 6465 0.76 1os14 5.00 72 4470 5585 0.80 42327 4.00 71 4610 5635 0.82 53575 5.00 ~ 77 3300 4565 0.72 051496 4.50 77 4fifi0 5905 0.83 53706 4.25 82 3840 5000 0.77 g3g27 5.00 87 3410 4090 0.84 Y Yr -- .r .. -I. r - ---------------- ---------------------------- 55~.29 5.00 85 4025 5040 0.80 115628 5.00 88 3985 5335 0.75 56777 5.00 81 4175 5165 0.81 46667 4.00 90 3715 4865 0.76 46703 4.00 93 4025 5035 0.80 s~513 a.oo 97 ~ 3735 4705 0.79 57896 4.00 100 > 3770 5025 0.75 58211 4.50 59 3540 4350 0.81 P. i AUG-'~9-96 THU 08:18 AM REDI-MI:S,INC. 817 488 X985 P.07 Frequency Distribution: 28 Day Compressive Strength Con 7 day 28 day 7/28 Sample slump Tmp Comp Comp Ratio ID in deg F psi psi $ x.-, =-~~ _ ~~=-~. s~«=s-mss c~~= ==-~ __ c=-_~-_~e=c=aaw~s a.=_ _ C;~--~a~mm..+a. C. l---mss 47592 4.00 94 3425 4505 0.76 47599 4.50 94 3560 4685 0.76 Count --- -----^------~---- --------- -----------'---------------^_--------------- 30 29 30 30 30 Average - --------------^-- ------------_------------------------------------~ 4.34 82 4214 5267 0.80 Standard Deviation ------- ----------------------------------.._____~....___-___ 0.57 12 560 595 0.04 Range ----------------------------------------------------------------~----- 3.50 55 3300 4080 0.72 6.00 > 100 > 5310 6465 0.90 Coefficient of Variation -^---------------------------------------------"'-- 13.14 14.19 13.28 11.29 5.13 P. 2 AUG=29_96 THU 08:18 AM REDI-MIX,INC. 81T 485 3985 P.0$ 11 CONCRETE: CONCRETE MIX DESIGN #721 CLIENT Sunbelt Storage PROJECT Carrier Pkwy. ~ I-20 LOCATION Grand Prairie, Texas MIX # 721 DESIGN SPECIFICATIONS (Slabs) 28 Day Strength: 3000 Cement Content 5.00 Fly A8h Content 00.0 Maximum Placelnant Slump 5 Aggregate Size ASTM C33 Water Reducing Admixture: NONE Air Entraining Admixture: NONE W/C Ratio: 0.50 DATE: 8/27/96 5.0 sack psi sank inch Size No. 57 ib/lb MATERIALS: One Cubic Yard Weights (SSD) Cement ASTM C150 470 lbs. Fly Ash ASTM C61S 00 lbs. Coarse Aggregate 1840 lbs. Fine Aggregate 1601 lbs. Water 29.0 gals Admixture ASTM C494 00.0 ox/yd Admixture ASTM C260 0.00 oz/yd PLEASE NOTE ASS . VOLC~ME 2.391 11.002 9.760 3.846 ~~cf ASTM c94 standard specifications for Ready Mix Concrete states as follows; "When the concrete atren th is used as a basis Por aoG tance, _ _ -_~. " e ,. .,,,ri oa of t.at reoorta .. The mus Y . ~~ Additional xater added in excess of specified slump is at customers risk. TO ENSURE PROPER DESIGN OR1~ER BY MIX #721 ~~ s-~~ -yam Gary L. ezron, CSI Date Technic Services Manager REDI-M1X, Inc. GENERAL OFFICER ass Macnrcnur orwa. swce ! 36, Carrolkon, Tp%e: 75D07 AUG-29-96 THU._08:19 AM REDI-MIX.INC. 817 485 5985 P.09 -L~ CQNCRETE M1X DESIGN #723 CLIENT Sunbelt Storage PROJECT Carrier Pkwy. & Y-20 LOCATION Grand Prairie, Texas DATE: 8/27/96 MIX #723 ,DESIGN SPLCIFICATIONS: 5.0 sack / AEA (Paving) 28 Day Strength: 3000 psi Cement Content 5.00 sack Fly Ash Content 00.0 ~ Maximum Placement Slump 5 inch Aggregate Size ASTM c33 size no. 57 9fatex Reducing Admi:ture: NONE Air Entraining Admixture: ASTM 0260 4-6 $ W/C Ratio: 0.46 lb/lb MATERIALS: One CnbiC Yard Weights (S$D) Cement ASTM C150 470 lbs. Fly Ash ASTM C618 00 lbs. Coarse Aggregate 184Q lbs. Fine Aggregate 1430 lbs. Water 26.0 gals Admixture ASTM C494 00.0 ox/Xa Admixture A3TM C260 1.60 oz/yd PLEASE NOTE ABS . VOLT]M'E 2.391 11.002 8.786 3.471 1.350 ~c~ AS'~'M C94 Stt~ndard Specifications for Ready Mix Concrete States as Yollaws; "When the concrete siren th in used as a basis for ac tanCe the manufacturer sha ba entit ed to co ies o teat re or e.. e in vi ual w o camp es and tests concrete must be certi ied ACI Lave I. " Additional water added in excess of specified slump is at custoanera risk. TO ENSURE PROPER MIX DESIGN ORDER BY MIX # 723 ~-may-yam Gary L. erron, CSI Date Techni 1 Services Manager REDI-MIX, Inc. GENERAL OFFICE/iaa5 F,1scArthur Grivo. Su,'e '3S, Carrollton, Texas 75007 AUG-29-96 THU 08:20 AM REDI-MIX,INC. 817 483 3985 P.10 REDI~MIX CONCRETE, INC. 1445 14,ACARTHtJR DRIVE CARROI,LTON, TX 75007 (214) 242-4550 Frequency Distribution Analysis 28 Day Compressive Strength Mix: 723 F'c: 3000 psi 08/27/96 MIX DESCRxPTION 723 ----------- 3000 psi ^--------- 5/18/95 Description 5 SACK - AEA Source VARIOUS Con 7 day 28 day 7/28 Sample Slump Tmp Comp Comp Ratio ID in deg F psi psi ~ -~~~r.-.-~~~~ ~-`~T6L•~_~~~~1~~~~~--~..-.~~~~~i iii 51293 4.00 58 3750 4680 0.80 134901 4.75 70 3080 3950 0.78 53236 3.00 77 2950 4055 0.73 135596 4.75 76 2470 3535 0.70 135608 5.00 78 2360 3455 0.68 54301 5.00 83 2520 3770 0.67 44452 5.50 > 76 3360 4360 0.77 44469 6.50 > 76 2860 3790 0.75 44492 6.00 > 77 3280 4000 0.82 44631 7.50 > 76 2630 3805 0.69 44637 7.50 ~ 76 2570 3675 0.70 44648 7.00 > 78 2765 4110 0.67 44656 7.00 > 80 2640 3825 0.69 44703 6.00 > 81 3145 4080 0.77 77785 4.50 85 3390 4375 0.77 77974 5.75 > 88 2900 3860 0.75 78001 6.00 > 87 2740 3570 0.77 78049 6.00 > 86 2870 3365 0.85 25540 6.00 > 91 2270 3295 0.69 25552 6.00 > 88 2320 3710 0.63 - - - -^- - - r w.. -- -••--- - - - - - -- ~-- - --- -- - - -..- - -•n - -- - -- -- --- - --- - - - - - - -- --- - - --w- 0 64 78240 4.50 91 2480 3875 . 16326 3.25 90 4380 4570 0.96 16333 3.00 95 4100 4265 0.96 94941 4.50 90 2890 4150 0.70 94966 4.50 89 3050 4125 0.74 78374 5.50 > 90 2840 4055 0.70 95221 4.75 85 2780 3515 0.79 7$849 5.50 > 93 2480 3560 0.70 P. 1 AU[;-24-96 THU 08:20 AM REDI-MIX,INC. 817 483 3985 P.i! Frequency Distribution: 28 Day Compr®ssive strength con 7 day 28 day 7/28 Sample Slump Tmp Comp Comp Ratio ID in deg F psi psi ~ __=~~~x~r=c...ssasMe__===a~~~~Ce=2_~a~/~!w_~~=~~ ~~~=x=~=Cas_rS1A~aw:~-~~aCYiSS 78859 5.00 91 2500 3495 0.72 78869 5.25 ~ 90 2260 3045 0.74 r________-rw.._______r_ ___________w ________r__________rw r_ r_______r _..._______ Count _ rw_ __ _ __ __ r r ww ______ r rr w __ _ ___ ___w«- _ ______ rw _ __ __ __ __rrw _ ___ _ ___r r w_ 30 30 30 30 30 Average _rw_______r_w_________r________rww_______r__________rw_________rw___ 5.32 ~ 83 2888 3865 0.74 standard Deviation «________-rrw________«w________..»__________.._________r«w_ 1.18 8 $14 380 0.08 Range --w-------r--------------------r«--------rw----------w--------rr__---- 3.00 58 2260 3065 0.63 7.50 ~ 95 4380 4680 0.96 Coefficient of Variation -----------------------------------rr_w______rww___ 22.19 9.81 17.79 9.84 10.60 P. 2