The URL can be used to link to this page

DR0401-CS050622 (3)Jun 22 2005 2:52PM RE -MIX CONCRETE 8174855985 P•1 RE.Dl - MIX, LP TBCHNZCAL SERVICES fACR1MIL3 TRA GUITTAL RRlRT TO: FROM: DAVE GARY L. HERRON COMPANY: DATE: WHITEWATER CONST. 6/22/05 FAX NUMBER TOTAL NO. OF PAGES INCLUDING COVER: 472/906-0870 5 PHONE NUMBER SENDER'S REFERENCE NUMBER: 817- 514-3 RE: SENDER'$ FAX NUMBER: CONCRW DEMN(S) 817-485 -SM O URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASB REPLY ❑ PLEASE RECYCLE NC7 W /C0UNBNTS r` E ■it � REDI - MIX, LP 5517 DENTON HWY FORT WORTH, TX 76148 Jun 22 2005 2:52PM REDIX -MI CONCRETE 8174855985 CONCRETE Ci, va. mmrmWA'l m COMM1 MCTM PROJECT: OAKCRM DRAINAGE, COPPU -L ?M SPECIFICATIONS: APPLICATION: REQUIRED SPRtNGTR PLACEMENT SLUMP W1C RATIO viii corfrENT MAXIMUM TEMPERATDBZ CLASS "A" 3040 Phi (& 28 DAYS 4 +1 - -1 INCH 06M LB/LB 4.3-q- 1.5 % " DwRtEs r Jess 22,20M MIX DESIGN NO. 724 p.2 MA'lFRLALS A -- _.�.-- �..HTS[S.SD) VULUME CEMENT ASTM C150 TYPE III 470 2.39 FLYASK ASTM C618 CLASS F 400 0.00 COARSE AGG. ASTM C33 SIZE NO. 47 1850 11.10 COARSE AGG. ASTM C33 SIZE* :N(1. LIGHT WEIGHT ASTM C3M 000 FUM AGG. ASTM C33 1311 7.99 FINE AGG. ASTM C33 ADMUCPURE ASTM C494 TYPE A or D 3- 6 a L cwt ADMIXTURE ASTM C4% TYPE F 00.0 1.35 ADMIXTURE ASTM C 20 .25 - 4 oz/cwt WATER 260 _"' 4.1 27.00 ASTM C94 STANDARD SPK CMCATKM FOR Rt.ADY44V= COQ 4TAISS AS FOLLOWS: "WHEN TNR C'^ ,RITZ MF.W771 IS Ug" AS A SAME FOR ACCWTANM THE MANUFACCURM SHALL S ENTMAD TO ON T MUSTS CSRTLSlLD AC' LEVEL L " Jun 22 2005 2:52PM REDIX -MIX CONCRETE 8174855985 R W -MIX, LP ACI 2'14 - STATISTICAL EVALUATM IW - TO p.3 GARY L. HERRON TECHNICAL SERVICES DIRECTOR Moving Avg: 3 Air Can 7 Day 28 Dal/ 28 day Swvb S1Wnp Cant Tamp Comp Cam Como Std Inn % t.. F sI _Ii Dlnr G`1/ Z4•SI�p p ...,e 4.7 2449DIP44 638 4.0 60 W 44�� 24.*Ap44 4 4.2 811 3164 4136 4237 64 336 4.4 92 3600 4490 4357 13 -w1-04 46 4.6 43 34110 4880 450 18-W -" am 4130 164Oat -04 4A S 78 2111110 4234 4v t = -ny4 425 4 74 3660 4600 4717 ad 3.6 4.2 73 zoo 4m 4637 16 -Od-04 5 4.4 72 3360 43M 4677 4 !'K 111 t�4 6 4A 77 3120 4300 4603 398 9% A7 -od-M 6.6 2A 76 3a 4410 4623 303 8% 204Oct-04 4.75 31 a W W. 4217 410 10% 204)" 6 32 68 2W 4 419 10% 21 -Mt-04 406 4.1 82 321 0 ! 0110 4000 419 10% 14"M -04 6 4 68 AN i950 4217 4011 10% 84*m -04 5 4.6 72 283�a 3W0 4167 421 10% 1-DaoN 6.6 4.8 71 46�`' 47P 63 11'16 4-10-A-II4 4 3_ 3�.. � _ 3mm 44 M 47 33 0 1 4 3T , � ry43 11 11 184)WAW aS 3 !116 280t'f 413(2 43t? 4w 11% 1194)se44 3 31 63 3190 6W) 48 Lk 674 m 2!j 6.6 4.7 62 4166 6264 so" m 11% '1 d +'45 4.6 3.4 61 4m 63T7 672 11% 10 -nib 6 4A 70 ano 3070 4737 074 12% 2140mr4g 4JS 4.4 63 3104 413t 4W5 116 13% 24-8r416 4.11 3.3 70 3a> 4440 418 131. 3 -.AW45 4 4.9 81 4476 4827 648 13% ' � 4 4 .S 89 tl 4359 611 13% p.3 GARY L. HERRON TECHNICAL SERVICES DIRECTOR Jun 22 2005 2:52PM REDIX-MIX CONCRETE 8174855985 6 EC�ONC CLIENT: WHF %VATMC0TWMUCM0N June 22.29W PROJECT= OAKCRZff COPPZLL MIX SPECIFICATIONS: N[[X MUGN NO. 112 ArMICATION. APPROACHES -�.:O PSI @28DAYS eiACAmubnt SLUMP 3 Amm +I. I W1C RATX) L47 LOOP "Im IICONT�l 3' MAXORM TfdM<p MATURE 100 DEGREES F Hayssw cKmFm ASTM CHO TYPE UH 5" 2.67 FLYASH ASTM Cas CLASS C 000 aoo p. 4 COARMAGG. ASTM C33 SIZE NO. 37 law 11.06 CLAM AGG. ASTM C33 S12Z NO LIGHT WEIGHT ASTM C339 000 FINE AGG. ASTM C33 1224 7.46 FM AGG. ASTM C33 ADAUXTURR ASTM C494 TYPE A or D 3 - 6 newt ADhEXTURN ASTM C494 TYPL F OILS AD'IVIEKTUIM ASTM C260 .25 - 4 "kwt 135 WATER 266 27AD A.VfM C!4 VSTA SPSC f MC-ATUM YOR READY-MUM CONCRWM STATES AS FOLLOWS: WE" Im cofocIRFTIT STROPNIG-TH Is ustlp AS A SkSJK, FOR ACCKPTANCE, THE K&MWAC"W"ER COKCMI-U C".cu AILI LLYLL L rwmmwuczmEsrtE?vmAWW i � m EXCMW or 77M SPFaFIF.D ST UW IS A r CVS7VAf='t RISK GARY IL HUMON TFGI 94CAL WXVICKS DBt8VfOK Jun 22 2005 2:52PM REDIX CONCRETE 8174855985 12% M 12% 13% 13% 13% M 12% 12% M. ew p.5 GARY L HERRON TECHNICAL SERVICES DIRECTOR REDI—MIX, LP W 2114. STATISTICAL EVALUATION MD(- 112 Moving Avg: 3 Ak Con 7 Day ze Day 28 day Sampb Sknnp cont Temp cmp corm Cam Sid Dub In r PC -! prt Dal, 317 064-04 3 4.9 70 4740 5410 10 lar 46 4A 4A 75 sw am 17 6140 aw M7 144an4l # 43 71 4w K c-- V e -� %jan-M 6 GA so 4074 4%% 66" �06 3.75 4A 42 4730 silo GM 204&i. MI6 405 13 .0m 330 sm Z$44046 5 Ll 70 3w W4 ��l W, 7 264811-ft 6 ILA 71 325Q $13U 832 SM 3.9 of - sULD X9 10 4 257 $23 fff ;3 4 4 7-Feb46 3 4 i4 4M sm- W. fIr 723 117-Feb-0 4.5 L? a 3fWj W W 4 so - 3-Y0 0 @ w �1 4Y5 4.4 %no 5120 sin No. 4.6 4 118 3740 WIX3 Stn -k 7 470 164Mw46 a L? U 4410= 460 6 i w ;y * Aar-ft 4.5 4A 71 silo 5110 sm 432 �--A -W -46 Us 9 n -Ala 62a M $4%V6W 4 si 30-r 41M SM 7 fit ,.w,M 3 3.6 7 3310 slw 41; 3 4 7 � - 346 I$Apr.w 4,6 4.4 70 4 40" 630.7 -� 19mo4r-M 4.5 4J 78 3W GZ- W? W "-44w46 4 4J goo sar.& , " am % . I " r 45 6 6.1 21 J50 0 X80 66f 2MW4* 5 IIG 4W, S&M 511(* SP 5 a 74 4M, — 4.0 4.i 71 4293 4 44 1 12% M 12% 13% 13% 13% M 12% 12% M. ew p.5 GARY L HERRON TECHNICAL SERVICES DIRECTOR