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Wynnpage Plaza-CS020123
Jan 23 02 01:15p Shirle~ McCormick (817) 483-2600 p.2 1 --- .DI-MIX ~ CONCRETE MIX DESIGN #604 CLlE~T: TEXAS IVL-\NHOLE PROJECT: W 111 n ~.,.~ j)e V. LOCATION: {}CJlly;f if MIX #604 DESIGN SPEClFICA nONS: 4200/6 sack-WRAJAEA (MANHOLES) REQlJIRED STRENGTH: 4200 PSI Ill; 28 DA YS CEMENT: ASTM CISU TYPE IfIT M.AXIMUM PLACEMENT SLUMP: 2~'NCH COARSE AGGREGATE: ASTM 03 SIZE NO.57 AIR ENTRAINlNG AD~fIXT{)RE: ASTM n(,(1 WA TER REDUCING ADMIXTURE: ASTM C~9-l(TYPE OJ WATERlCEMENTrrrolJS RATIO: 0.5<1 J,R/LB MA TERIALS: ONE CUBIC YARD WEIGHTS (S8D) VOLUMES CEMENT: COARSE AGGREGATE: FlNEAGGREGATE: WATER: ADMLXTURE ASTM C260: ADMIXTURE ASTM C494: 564 LBS 1850 LBS 1182 LBS 282 LBS 2.11 OZS 16.9 OZS 2.87 n.n" 7.20 .t52 1.35 .. 27.flO CF PLEASE NOTE ASTM C9~ STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE STATES AS FOLLOWS: "WHEN 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 I." ADDITIONAL WATER ADDED IN EXCESS OF SPECIFIED SLUl\fP IS AT CUSTOMERS RISK. TO ENSURE PROPER DESIGN ORDER BY MIX #604 G6~ TEOINlcAL SERVICES MANAGER REDI-MIX, Inc. GENERAL OFFrCEJ1445 MacArlhur Drive, SUIte '36. Carro!l1on. Texas 75007 PHONE (972j 242-4550 FAX; (972) 323-0759 Jan 23 02 03:07p _ ~~ li/l'~j1:; U::'l......'"1 V~ Shirle~ McCormick (817) 483-2600 p.2 "",.J.-r ._._..... ,- Pioneer Conorete of Texas, Inc. 240 Singleton Boulevard Dallss,Texas 76212 Date: v-J3-oc2... Contractor Texas Manhole Project: MIX SPECIFICATIONS: Mix Design # 9375 Strength 4600 psi Slump: 5" Max. Air 3-60-' W/C Ratio: 4.65 (GaIfS8ck) W/C RatIo: 0.41 (LtlfLb) Maximum Temperature: 90 Concrete must be sampled per ASTM C-172. Test specimens must be made and cured per ASTM C-31. Fine Aggregate Fine Aggregate ASTM STANDARDS WEIGHTS ASTM 0-150 Type 611 Ibs. Cement ASTM C-618 Type Ibs. Fly Ash ASTM C-33 #57 1" 1840 lbs. C, A ASTM 0-33 Ibs, C. A. ASTM 0-330 Ibs. Lt. Wt . ASTM 0-33 1229 Ibs. Sand A6TM 0-33 Ibs, Sand ASTM 0-494 Type AorD 18.3 oz. Admix ASTM c-494 Type OZ, Admix ASTM 0-260 4 oz. AEA MATERIALS Cement Fly Ash Coarse Aggregate Coarse Aggregate Lightweight Admixture Admixture Admixture Admixture WatGr 252 Ibs. Water Quality Control Department 240 Singleton Blvd, Dallas, Texas 75212 Phone: (214) 651-8020 Fax: (214) 651-1810 Please send the test results from this Job to the Quality Control Department. ..... J~N 21 2002 11:24 Sent By: Redi-Mi~ L.P.; HP LASERJET 3200 817 485 5985; p.2 Jan-21-02 10:09; Page 2 CLIENT; P.C.1 ' PROJECf: CITY OF COI'PF.LL, STREETS MIX SPECIFICATIONS: ."lm ~ J_ury ZI, 2102 MIX DESIGN NO. 731 .\I'I'LIC4TION: REQUlUD STRENGTII PLA.CEMENT SL1JMP WfC' llAno AIR CON'ntNT MAXIMUM'R:MPERA.TU.IlE PAVING .-.oPSI @ 21 DAYS .. +I- IINC'B 0.45 LIIILB 5+1-1% 100 DEGREES F MATERIALS AS:Tl\{ STANDA,lWS CEMENT AS'I'M CJ!O TYPE IIJJ PLY ASH AS'I'M C6J8 CUSS C COARSF. AGG. AS~I'M C33 SIZE NO. 81 CO.\RSE AGG. AS':I'M C33 SIZE NO. UGHT WEICHT AS'JrM C330 FINE AGe. ASll'M C33 lINE AGG. ASJI'M eM ADMlXTll'RJ: AS11'M C4H TVPE A or D UMJXn1JtE AS1!'M C4H TYPE r ADMIxTURJ: A81:M cue WATER WEIGB'(SI~SD) VOLUME ... OGO 2.11 OM 1_ Il.U 001 1147 7.60 3-6...._ III.' .2 -.. Glewt 1.~ 4.01 27.01 2S4 ASTM CH STAND.utD SPI;CIlICATlONs lOR READY-MIXED CONClUTE STATES AS JIOLLOWSI "WIDN TIlE CONCRETE ~:11tENGTB IS USED AS A &uIS fOR ACCEPTANCE, 'fIlE MANUFACl1JR.ER SHALL BE EN'ITl'I.ED TO~JOPU:S 0' 'JUT REI'ORTS... no: INDIVIDUAL WHO SAMPLES AND 'nSTS CONCUn MUST.E cmrmuD ACI LEVEL L .. ADDmONAL W4 TEll Anno IN EXCI:8S 0' SPICfII'IID SLUMP IS AT CUSTOMERS IlISKl IIEIUtON CAL SEllVICES DIUCTOR REI>I-MIX, LP. GENERAl OFRCElI44! MICMh., OM. SuIt. 136, Carrolllon, T_ 75001 f'Ioi(lNf;: (812) 242--4550 FAX: (872) 323.0759 JA~ 21.2002 11:24 Sent By: Redi-Mix L.P.; HP LASERJET 3200 B17 4B5 5985; Jan.21 ,02 10:09; DDJ: otaz, IIfl: . lU5 IIIaaUlDUlt bJUQ, SOlS 135 ~"~'IQf, n: 75007 ('12) 2U-oUSO ~ Dht.ribut.ioa AD&1J'.i8 2. Dar C~.b. 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SO > 53 t210 ...5 5660 102581 !..sO > 52 .2.0 .660 5135 1431411 !..OO '0 41180 "15 5480 182'73 :!i.as 7.0 > " UOO SUO 5'5. 11'. 1 p.3 Page 3/4 JAN 21.2002 11: 24 Sent By: Redi.Mlx L.P.; HP LASERJET 3200 817 485 5985; p.4 Jan.21.02 10:09; Page 4/4 1m732 ~ql\MDCllr Dbtrihauon 1 28 Day ~d... .t:.na9~ 110...189 A99: II Air COIl 7 <lall 28 dey 2. dill' '~1. .I;lu.p CoD~ hIP COIIp eo.p CGIIp JD 1ft , cMqP pat pe.l p"1 11232 5.50 > 5,3 82 3f0'70 UIO 502 12Un 5.25 > ..0 8!1 .uOO !52'5 "'42 ----~----~--------------------------~-_.------------------------------- COUDe -----------------------------_________________________________________ 3D 11 2. 30 30 28 A~... ------------~----..._.______________________________________________ .... .., '7 40'2 51S. 5165 Staada2d D..i.~GO --------------------------------------___________________ 0.68 1.0 l' "4 "0 .t6 aang. ---------------------------------------------------------------------- 3.00 3.5 ., < 2.10 41'0 .... 5.50 > 7.0 > " 5.'0 "15 616' Coef~1Giant of V'~1.~OD ---------------------------------__________________ le.06 21.'0 20.'7 15." 13.3' '.5' P. 2