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Creekview P2 L1R BA-CS021126TRI-STAR CONSTRUCTION. INC. ' 220 Elm Street, Suite 100 Transmittal Lewisville, TX 75057 Form # 091602 Transmittal No. Voice:97Z.221-5558 Fax: 972.219.7099 To: City of Coppell Engr. Dept. 255 Parkway Blvd. Coppell, TX 75019 We are sending you ^ DRAWINGS ^ SHOP DRAWINGS ^ SPECIFICATIONS ^ SAMPLES ^ REPORTS ^ COMPUTER DISKETTE E~h'': WATER TEST Sent By: ^ U. S. MAlI. ^ REGISTERED MAIL ^ MESSENGER ^ EXPRESS MAIL ^ ELECTRONIC MA1L ^ PICK UP ^ BLUE PRINTER Date: 11/26/2002 Project No. Attention: Rick O'Dell, Cosntr. Inspector Re: Salon on the Creek ^ FAX FAX NO. Copies ~ Date ~ No. ~ Description ~ One (1} 111/25/2002 11 Pages Redi-Miz Concrete miz designs for: Miz Design No. 721 for Slab on Ground (foundation slab). Miz Design No. 723 for Fire Lane Paving and Parking Lot Paving. Miz Design No. 732 for Bethel Rd. Drive Annroaches. These are submitted as checked below: ^ FOR APPROVAL ^ NO EXCEPTIONS TAKEN ^ FOR YOUR USE ^ EXCEPTIONS AS NOTED AS REQUESTED ^ REVISE AND RESUBMIT ^ FOR REVIEW W/COMMENT ^ REJECTED ^ PRICING ^ FOLLOW UP ^ SUBMIT SPECIFIED ITEM ^ FOR DISTRIBUTION ^ PLEASE ACKNOWLEDGE RECEIPT BY SIGNING BELOW Remarks: Copies Enclosures Rick, should you require additional information please give me a call at our office Job File or on my cell phone: 972fi79-6126. Doyle Damron - faz 972.539.1337 Lee Stone -Bldg. Inspector Gary Williams - fas 972.436.0023 RECEIPT ACKNOWLEDGED BY DATED: Fred O. Donaldson NO. OF PAGES (INCLUDING THIS COVER) RAND CARRY 11/26/2002 Date (If enclosures are not as noted, please notify us at once) Sent By: Redi-Alix, L.P.; 817 a85 5985; Nov-25-02 4:05PAl; Page t R ~~ RE13~-MIX CONCRETE PACSlMlLH TliANSMlTTAL 5tli88T ~ i ~I~iim4~®~ 'i'ce ! r FROM: ' e Cs4HYTF?I.tL4ttitf' CGr1RYL 1N:HROlti C;l1MP DATL': <7 iO1Cl CU=Vc7tF."1 L-' NO vF'MkFR 2S, 2fXf2 fAX;d E?A 7t7T~11.N[).C}g p~C.N,1'I.NGLCIDINGG'Oi'F.ti: ~ 97243(~1D23 f f PIIOI~iE A'If:1lBL'R: ,fE1VPE?R:C itEFlRLNGB 1VU:IIBER• ~ 6 !!17•51~3358/OPYIGE ~~ Rl: j s .SF.IVDIIRS AFiFJ„KF.I~~LE NUMBIIR :t~.NCRErlE DF-SIGJY(S') 8f7-I85a9NS / Fi2X i ^ ~rncufriR O aon ewviha~ (7 rL~:n~r: roMta=tvr D ruFwSL K~ri.v D ri.un~r•. RecY~:Lx I E Sent By: Redi-uix, L.P.; 817 485 5985; FJdv-25-02 4:05PU; r • ; 1 1 ~ .~._ ~;t7f~~:RE-TE P~MPII-TG NOTES & RECOMMENDA'T'IONS • S~' J~tinimam diameter lines with ao redttctioo to emsikr lines • 1tMn her hose ahoejid be kept to a aiuiarrm-with as few 90-degl'ee argks as posaible_ • I~ i , recommended that testa for clamp'sad atnaRtb should bt takes at discharge e o[ hose. • F~ ivalent strength Grout should Ik used to prime puasp lines if grout is to remain • f~ designs are .based oa crmeat i~sgairements pamped from gronad level. itional cement may be regained (at 1:oatnebts c:pease) ss pump lines increase uT nfiguratioas ehaage. • ~ ive loss of +entraiaed sir may relsaN from boom conflgantioe or fnee faB d~ rge. To ensure miuimrtn loss of eatrshsed sir wbea pumping msiataia s ce 'canon flow of concrete cad do cot srbJect to tree-/ell. Enclosedl~!__f r yoar review: is all avaiJabk bade up data for the proposed mi: desidn(s), if strength kt is sat availsbfe or inautlicicat, cuafermation tests nay >.ave to be coadacted by your IN rawry. t Unless /~ otlice is notifSed otherwue we wiA assame concrete mi>; designs have bets approved ~ snbmitted. III Ualeaa o} l rwisJ: noted RlwDt-1111X, LY will guarantee the etreagtb performarcc of mix design(s) s balitted np to a maximum placement temprratnre of 100 drgrees (F) provided an ASTA~ 494 Type D .eater rednar is utilized and concrete is placed within 75 urinates from time aMbed. Teal rea4y~mised cooerete is accordance with •1l applicabk standards Get forth in A3TM C94. ! i' RHDf-MiX, L.P. QENERAL OF'RCE/tµ5 MtacAMur tXv., SuRO Jas, CaROmon, T'ex•S 75007 ~F10NE: (9727 ?f2.4550 FM: (972J 320768 =age 2 Sent By: Pedi-Mix, L.P.; i 817 485 5985; Nov~25-02 4:OBPM; Page 4 REnI^MIX, INC. 144.ti MacARTHUR DRIVE, SUITF. 136 CARROI,LTON, TX 75D07 (972} X42-4550 Frequency Uistributiori 1lnalyci:+ ?8 Day Cc,mprea~ivc Strength Mix: 721 F'c:: 3000 psi 11/25/02 N1X bESCRIPTION 721:---------- 30D0 psi ---------- 11/25/01 Des_^.ription: 5 SACTS .^.^>ource MULTI-PI,AkT Moviny 14 1 14 a 1a 1278 14 198 147 148 i97 806 148 147 29 79 20 21 .? 1 21 147 SO 749 153 Avq: 3 Air Corr '7 day )H dory 28 day Slump Ccnt Tmp L'omp Comp Comp in 4 dey F: psi psi ps.i sas s-a:m a:ev.. szsssszs a ~~, r.2 vvm4:aa :a a,a: mssazvs axsz_... --.rt-rssas:ua..r-.. 9 5.25 > - 67 39U0 8945 - 0 5.50 > - 7ti 3780 5160 - 7 4.25 - 80 3090 :;195 5100 3 5.00 - 66 3190 4030 9795 Y 5.25 > - 87 9260 4410 45gS 9 8.50 - 93 2000 3355 3932 9 4.50 - 75 3370 4095 3953 7 5.50 > 2.0 75 3540 400 3821 3 4.75 - 92 2020 3070 3732 3 5.50 > - -- 89 - 2700 3875 3658 1 4.00 - - -- ---- 79 ---------- 3580 ------------ 4315 -------i-- 375- 1 4.75 - 79 2280 3465 3885 7 y.OU ', 2.0 85 3830 4'J80 4187 ? S.OD - 93 "t 300 343Ei .3893 i S.OU ', - 89 2930 4175 413U 5.50 i - AH 3240 4C45 3885 1 5.00 - 87 3920 4915 a21z L 5.25 > - 86 3356 4380 92b0 i 4.50 - 94 2800 x595 4113 I 5.U0 - 90 ~ 205C 3020 3688 5.00 ' - 84 2720 3675 3460 5.25 > - 86 2860 3735 3543 5.00 - 90 2650 3775 3795 4.00 '. - 96 !U'rU 3860 3790 5.50 i - 69 2670 4055 389'7 4.5U - 73 2770 g715 42L0 q.UU - 60 3960 4935 9568 ~~.oD - aD 33so 42s;~ 8688 P. 1 Sent By: Redi-Mix, L.P.; ;~'. 817 485 5985; Nev-25-02 4:07PM; Fage 5!11 s MD727 ; c Frv=quenCy Uiatrit~ation: 28. pay Compressive Strenytt: i ~ Moviry Avd: 3 W Air Con 7 day 28 day 2E day Saml}1~ S1•~mp Cont Tmp Comp Comp Corp II} xn 'k deg F psi psi pe+ 2 8 3 5.50 > - 65 3780 5195 4808 920 0 4.50 50 3460 9635 9708 -- ---------- '., ------- ,----- ----- - -- --^ Court -~- - ^"'---------- ---~.....--------~ --'---- -------- -___..----- ----^..~.--- 30 2 30 30 30 Ytl j i 4 91 2.0 81 ~- 3124 9161 4106 SLaadarq Evlalian ------ --------^----- ---^_-^^'-------- ---------- ----------- w 0.97 - 11 6c7 606 429 Ran P _~- -----------^..~___---`----^-----------'-------- #-------- g . ---------'_ i 4.U0 2.U 54 "1000 3020 3480 5.50 ~ 2.0 96 4260 iT95 5100 t Coeffici~e of Variation ------------^- ---------------- ---------- -'--------- ~ 9.60 - 13.60 20.06 14.57 10.45 i i '.: s i ;c i I G P. 2 h h I,; 1 i. i Sent By: Retli~Uix, L.P.; 81. 48~ 5985; Nov~25-02 4:07P,U; rage ©!11 ~~~ ~~ ~~~ ~' . - i i f CLIEPtT: CHA~CF CONCRETE November 2S, Z002 iE~ PROJECT: S~iV On THF, CREEK, COPPCLL I~ MIX SPECIF~~ATIONS: MIX DESIGN NO. 723 4 APPLICa-TI PAVING REQUIRla NGTM 3000 PSI O 2d DAYS PLACEMENT MP 4INCN +/- i W/C RA710 b.53 LB/LB AIR CONTE 4 +/- 19/0 MAXIMUM TE~1 RATURE 90 DE6REE5 F MATERIAL ASTM STANDARDS D VOLUM i CEMENT ~ ASTM C150 TYPE UII 470 2.39 ;~; FLYASH C? ASTM Cd18 CLASS C 000 0•~ I COARSE A(:(... ASTM C33 SIZE NO. 67 1850 11.06 COARSE ACG.i ~ ASTM C33 SIZE NO. LIGHT WETCF~T~ ASTM 0330 000 FTNF, ACC. ~ ASTM C33 1314 8.19 FINE AGG. ` ~ ASTM C93 ADMIXTURE i ASTM CA94 TYPE A 0r D 00.0 ADMIXTURE ( ASTM Cd91 TYPE R ORO ADMIXTURE r ASTM C260 .25 - 4 o~lcwt 1.35 w WATER i ~ 250 4.01 27.00 j p ASTM C94 STA ` ARD SPECIFICATIONS FOR READY-MIICED CONCRETE STATES AS FOLLOWS: WHEN THE C~~ CRETE STRENGTH 1S USED AS A BASIS FOR ACCEPTANCE, TtilC MANUFACTURER SHALL HE Eh i LED TO COPIES OF TEST REPORTS... THE INDIVIDUAL WHO SAMPLES AND TESTS CONCRF.TF. Mk7 T DE CERTIFIED ACI LEVEL T." i ADDITIONAL ~YriTER ADDED IN EXCESS OF SPECIFIED SLUMP IS AT CUSTOMERS R15K! G Y `~~ c Y L. ER . TECHNIC L S CES ll1RECTO.Ft ;~, :,g REDI~MIX, L.P. ~ ~ GENt=NAL OPFICtJt446 Mu/+thur pdw, Suite t36. Gertoltton, Texee 75007 G PHONE' (972) X424550 PAX 1972) 323-0700 Sent By: nedi-Mix, L.P.; 817 485 5985; PJCV-25-U2 4:07PM; F~9~ 7/11 'G f E ~~„ 1, n 1z 2 2 2 a 3 a 3 3 3 :i 3 3 3 4: i4 S 5 5 5' 5~ 14i 723 REUI-MIX, INC. '_445 ~1acaRTHUR DR1V1;, SOITE l ab CARROLLTON, TX 75C07 {972) 7+12-45.50 Freauoncy Distribution Analyci.^. 28 Day Compressive 3trengttt Mix: 723 i'c: 3000 psi 11/zslo2 NIX 4ESCttJ:I"fION -------- 3000 psi ---------- 11/').5/U1 Description 5 SACK/AEA Source MULTI-PLANT Air 41ump Cant in 4 16 4.00 4.0 .7 5.25 ? 5.1 i5 5.25 > - ~4 3.40 4.0 ~4 K.00 - ~'1 5.28 > 4.2 ~9 ';. a0 4. 3 0 3.50 - 7 y.U(' 4.4 3 S.SC > 3.7 9 -5 50->-- -- - 3 5.00 - 6 5.50 > 5.3 6 5.~i0 > 5.0 5 4.50 3.4 2 5.2 `i > 4 . ] 0 3.25 - 2 4.00 3.8 U 3.00 3.1 7 3.00-: a.z 2 6.00 '4.2--- 1. 5.00 4.6 5 4.75 ~ 3.7 a 5.00 3.9 3 4.5U 3,9 5 4.75 a.4 9 ','~ , 0 0 -i . G 3 5.50 > 4.5 Moving Avg: :1 Can 7 daY 2t? riwy 7.8 day Tmp Camp Comp comp dog F: psi psi pyi e-enmi wra sz=ssasxaSSasaamva z:ees:.a>-:~.• ......--.~~~.- 77 3540 4750 - 79 2980 3695 - s6 2260 3055 3&a3 80 3220 3545 3432 88 2990 3920 3507 89 2570 3745 3737 92 2574 3025 3563 tl5 3100 939E 3720 93 2790 3800 3i38 lU0 2670 351 L' 3900 95 2700 4205 3838 91 2830 4040 3918 88 2540 4120 4122 83 2590 3880 4013 ',4 3930 5850 4617 58 4150 5375 5035 58 3200 4935 5387 54 :3780 4910 5073 55 3220 5"~5S 5200 52 4010 54G5 5377 62 2670 3870- 5030 55 3240 3805 4380 56 318(7 4;;60 3976 h4 3120 3995 4U2p 57 3240 4330 4195 56 3610 4y1'i 4'7,8U 67 3190 4620 4488 64 :390 3745 4293 ~! (I Se~it $y: nedi Uix, L.P.; i a MU7.^^~ :im~ 7ID 14 ] 4 67 Ccront - Average Standaz Range - Cceff $'7 4$5 5985; PJcv~25-02 4:0$P!4; Page $~11 ~r~:quency Ai.stribution: 28 Uay Compressive Strength "iwi.^.9 Avq: 3 Air Con 7 day 2K day 79 day Siump Cent 2mp Comp Comp Comp in 2 deg F pci pa i. psi 5.00 4.4 64 3000 3035 9067 5.00 4.t~ 64 280 4110 3897 30 24 30 30 3U 28 4.'11.: 4.1 72 ~ 31 i.7 9"L 35 4237 viation ----- ---°-- ------- ---------------- ----------- ----------- 0.81: U.5 16 466 716 578 3.00 3.1 52 7260 3025 3432 5.50 > 5.3 ]00 4150 5650 5387 of ~Iariation ----------°--'----~---------------------- ----^--~--- 17.25 13.18 22.1'1 14.94 10.90 13,63 t i P, 2 Sear By: Fedi M1~ix, L .P.; 817 c85 5985; f!^ , 25-0'l 4:OBP!d; j K ~ d { i p ~ f rr CLIENT: CH ~ ~CE CONCRETE November 2S, 2002 PRWFCT: Sl~ ON ON THE CREEK, COPPEIJ. LLf MiX SPECIFp ATIONS: MIX DESIGN NO. 932 i APPLiCAT10N APPROACHES REQUIRED S G1 H 3i600P31 ! 630 FL&X (a) 23 DAYS PLACEMENT. L MP 3+!• 1 INCH W/C RATIO 0 4S LBILB AIR CONTIt 5+1.1 °k MAXIMUM TEI~'F.RATURE 9t DfiGREES F CEMENT ~ ~ ASTM 0150 TYPB lfl! 564 FLYASH ~ ASTM C61.8 CLASS C ~ COARSE ACC.i ASTM C33 SIZE NO. 57 1858 COARS£ AGG.I , . ASTM C33 S1ZE NO. I,iGHT WEICI~T~ ASTM 0330 ~ FINE ACG. ~ ~ ASTM C~3 12~ FINE ACC. I ASTM Ci3 ADmixTURE i ~ ASTM C494 TYPE A or D 3 - 6 or/cwt ADMIXTURE ~ ~ ASTM C494 '{'YPE F 00.0 ADMIXTURE j ~ A5"I'M 02611 .2 - 4 orltwt WATER ~ ~ ~ ;ag= a~1t 287 0.00 lIJ t 7.60 135 4.07 27.00 ASTM 044 ST ARD SPECIFICATIONS FOR READY-MiXF,D ('ONCRR'TE STATES AS FOLLOWS: "WHEN THE CRETE STRENGTH IS USED AS A BASLS FOR ACCIPTANCE, THx MANUFACTURER SHAi,I, BE EN I LED TO COPIES OF TEST REPORTS...-THE INDIVIDUAL wH0 SAMPLES AND TESTS CONCRETE T $E CERTIFIED ACL LEVEL G " ADD1TlONAL'~V TER ADDED I1Y EXCESS OF SPECIFIED SLUMP kS AT CUSTOMERS RISK: TECHIVLCAL SE~ViCRS DTRECTOR I REDI~MtX, LP. GENERAL OFF1CEna-s MacArthur Orlw, 9uIN X38. Curomon, Texu 75007 PFIONE (972) 212.1350 FAX (872) 329.0759 Sent dy: Fedi-Uix, L.P.; A17 ads 5985; Nov-25-02 4:09Ph1; Page 1011? REDI^MIX, INC. 144 MacART11UR DRIVE, SU1'1'E ].36 CAk?F~.OL1.Pnra ^"! ~?500~1 (97'Z} .:: ,'s-4550 Crequency Distribution Analysis 20 Uay Compressive 5t.rength Mix: '732 F'c: 650 psi 11/25/02 MIK DESCRIPTION 7g2 _____----- 650 psi ^--------- 11/25/01 Descrip~ion 6 SACK-WRA/CEP. Source MU1.T1-FL.ANT Moving RvcO: 3 Ai*_ Con 7 oay 29 day 28 day Slump Cont Tmp Comp Comp Comp i.n $ deg e: psi p3i psi 4.50 4.8 75 696 838 - 3.00 4.5 70 657 877 - 3.50 4.3 72 790 8fi2 B°i9 3.50 4.5 79 795 892 877 3.00 9.5 80 ti5ti rr4 Boa 4.00 4.8 BA 6dfi 809 623 3.~U 4.3 68 725 805 794 4.00 4.3 90 610 T25 77A 3.50 4.3 80 745 882 804 4.V0 4.5 6$ B23 882 830 ---4----~-- .00 ------- 4.5 --- --- 68 °---------- 588 -------- - 735 - 833 3.00 4.3 87 650 'lA4 B00 4.OC 4.5 7A 6Af 774 764 4.OC 4.3 84 60G 760 773 9.OL' 4.2 85 59A 718 751 4.00 4.3 87 6C 791 756 3.50 9.3 A5 657 786 7tiS 4.50 4.3 68 637 764 780 4.00 9.3 85 550 657 )36 4.00 4.2 86 689 H7.0 747 4.00 9.3 88 745 863 '780 9.50 9.9 B8 715 644 942 9.50 4.2 50 706 R82 86.3 4,bG 9.2 85 686 833 853 4.50 4.4 A5 627 7'15 A30 3.GG 4.3 92 588 815 808 3.50 4.6 66 895 )V65 885 4.00 4.5 92 - 778 386 P. 1 Sent 8y: Redt P,7ix, L.P.; 8?7 405 5995; Nov-?~i-02 4:09PnA; i 4 i { n I pp ~ A MD732 r E'requency :;istributicai: 28 Day Compressive Strengta T 9 10 Count - Average 5tandar~ Range -• Cosffi ,• F ~ F Page Mitt Mowing Avq: 3 Ai r (:nn 7 r!•ay ?fl :iay 28 day .c1 E?lump Cont Tmp Cem~+ Comp ::nmlr :n ~ dog F' psi psi psi _. . u.-~..•.a.A ii iiiiYiifiiiviiOiiiiiiiOiiV iiiissiiif i; iiaYfiiii i i t H 3.SO s 4.0 B6 5~0 705 849 4 4.00 4.1 51 565 798 76p 3U 30 30 29 30 ---------------______ _-----_,__ °_--------- -------------- ----28---- 3.N5 4.4 a~ b', tl1J 810 ~eviatiun ---------- -- _ ---- -~- ___ - -- -- -------------- ___ ---- ' U.98 0.2 --^------------------ 8 ------_+ - 76 ---- 76 45 3.UJ 9.U _ 60 -------- 550 ------------- 657 ---- ---- 736 4.50 9.8 92 845 1065 886 !~t of S'ariatloa ------ ---------- ------------ -- --- ---- -'- -___ Bk 12.37 4.09 9.16 11.35 9.37 5.58 P. 2 1ti {~ Li.