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Duke Lesley-CS070403 Tuesday, April 03, 2007 4.37 PM 972 452 8554 Keith Flowers 972-462-8564 p,01 F Phone Number 9723043684 FROM Keith Flowers Fax Number 972-462-8564 Phone Number 972-462-8547 SUBJECT mix designs Number of Pages 6 Date 4/3/2007 MESSAGE Larry, I am forwarding th structures, flowable fill, an Keith Flowers Duke Construction Tuesday April 03 2007437 PM Keith Flowers 972-462-8564 p 02 PAGE I1L/ljb / u(Jt-_ ~8/03!~007 ~2'ag 9725u'J80ES OU.tca~tJ. APQ TQdS Inc. dba Custom Crete 2624 Joe Field Rd OOlllas, Tltxa. 7522i 912-243-44&6 CONCRETE MCX DESIGN DES iON No C90l0 , f - (,.;' ( i u. " - J ' (> r< ) DATE: 4/2/2001 SIUl Sablil Construction City of COf')pell 3000pSi in 2 Hours R inCh max slump, 4.5 % Air ? 1.5 % Design Avera!;Je Strengths 3 Hou.:. 3162 Summa!)" 7 Sacits Per Cubic Yard CA. 642 Percent Course Aggr~gl'lte F. A 35.8 Percen1 Fine Aggregate Wmer 3S.fj5 Gauons I Yard ..., AdditiVes. LaFarge aCX 46Q (Ac~len3tor) .., UlFarge GCX 500 (Sup9tplasticizer) C!ie"t Project ReqUired: 24 Hour ~ 59961" 7 Da, = Rge7 - O.64S Lbs I Lbs 2.g Oz!Sack 18.3 Oz ISsei( l~ Calculatcc "'nit Welg!lt: (PCF) Measured Unit weight: (pCF) Mee:;ured Slump Measured Air Content: 1514 1455 3.0 60 Material,,: cement: ,-aFcllge Cement Flyash' Minerai Resource Tec!1nologieS CA. Texas Il'IduS'lrles F.A Trinity MaterialS laf=arge GCX 48Q (Accelerator) LaFarge GeX 500 (Super-plastiCIzer) Cl1~~apeake. Virginia Gartand. Texas Mill Creek, OK Ennis, Texas A$TM C-260 ASTM C-494 Bmc,", ~rC>pOrtiDn~ (one <lUDIC yard) Materi~K wei(lht (lbs) AbSCllute Volt.me Cemem Fly Ash CA. F. A. Water Accelerato' SupsfPlastlcrzer 461 197 2012 1120 297 20.3 og, 1 26, 1 ()~ 40e7 ~s sso 64% SSD 36% 35.65 gal TOTAL 242C1 12965 ,,7~50 6_7988 4.7SQ6 .00:>0 .0000 27.0000 Cl,J rt CONFIRMATION TEST Compre!lstve Strenght (Pel) 3 Hour 3167 3181 3137 Avg 3162 24 Hour 5777 6978 5239 sgge 7 Day 0440 8970 ~~80 8997 Tuesday April 03 2007437 PM 08!M~/28~7 02:a9 972~A~8e88 Keith Flowers 972.462.8564 DeSlOn No. SUMMARY OF ReSULTS C9070 Sieve Anal~siS Ffne Aggregates Trinity Materials - Ennis PaSSing Sieve ~fze 3/8 ll'4 mJ _16 _:10 #50 #100 Finer Tnan No. '-00 Sieve' Fineness MOdulus- Specific Gravity~ ADsorption: Ar:ld Insoluble. Dry RadOec Wt Percent Passing 100 ~.!5 85.1 66.5 47.5 15.1 2S 1.50 2.8 2,64 10 76.0 110.6 COURse AGGREGATE PassIng 81eve Stz:e TXI Aggregates - Mill Cl"8ek, OK Crushed Limestone Pe-cent PsssmQ 1.112" 1" 3/4" 1/2" 3/9" No4 NO.8 Finer Than "Kl. 200 .sieve: Specific Gravity' A bsorbtion : LA. Abrasion. l!f. Joss Sodium SoullClness Dry Rodded Weighl: 0.0 37 17.9 ell 3 50.0 977 99.4 0.50 275 '00 30.00 3.0 96.2 Specifrcalions 100 95.' 00 80-100 50-85 .25.50 10.30 ()..10 Max 3.0 2 3- 3. 1 Specifications D 0-5 40-75 95-100 M8X 1 0 \I1ax; 45 p03 PClllE 53! tlb 2 ,,,,f' Tuesday April 03. 2007437 PM Keith Flowers 972.462.8564 8e!03/2~OI a2:0~ 972~a98~88 n \:J r c=. t;l G lJ I"J I .1..:....... r n L M I I .1 l-l..... f'( ~ n n I ~ r< J. M...;J ... v r---. ;::Iff.' ~C::1 ".,"+1:) ...--., P 04 PAGC B5/ fjb p. ,.: ./// LMC Lanlmore Material! Company 1700 Radbud Blvd. Suite 200 McKI'1ney, T~)(a6 7S0Sg (972) 22' -4646 (main) (9721221.4100 (fall:) WNW .Iattimorem aterlat6.eorn ."l~ I~ ~ ~~ { Concrete Mix Design y- -- --J- Oat.: 28-Mar-07 Client: San Saba CO"&tl'l.ictIO'l ProJ"~ : LeBley Infrastructure Cappell, T elC2S M.ttrlab: Cem-nt: Flyash: CO!J'se AWij.. ASTM C-1S0, Type J/II ASTM C.e18 Claoll ~ AS1'U C 33, 1"- ~ Cf'....~l"od Stone ( (.t... - '.A < j f I, ( Fi'leAgg.: Ad".,llCturac ASTM C-33, Concrete SaM ASTM C 494. Tvpe A or 0 ASTM c-:ttiO f'-' .' I I. <; " -, , () K._ j f\ f .. I ( I.A 'r; (., ,'- ! ,., , / I '\ / (' t"/? ( I. 1 Cublll: Vard By Wslght - SSD Us., M-.lnhol8 1Ul1~ No, Stnmgth t! 2& 0.)'8 l 1701 (6 .SK .wR.A~ 3600 pSI I'" 564 Ib~ 0 Ibe 1850 lbs ~260 f~ '65 rbs 23 oza Cemen1 CQarse Aggregate FIne Aggreg.-t. Water Admixtun Water RedlJOl:r ~ Total WellJht J,1. ...QD 3930 Ib9 Unit Weight wlCm RAtio Fly Asn Replacemont MaxImum Temperature Slump (ntralned Air 145.57 pet" 0.45 0% 95 · F 3-5 inches J-&'"fo Ultlrnor. MlIlt".'1 COofIIJJIRJ liI~'''''''' tII.llIOWl mil dltlgn lIIIIl ~IU~ 1M .,.~lnt<l ttr9~ Wl\tIIl t..... .nd ....la.1iMI ~ ....._~. \lilt!> U"T. C17:l.. 1031, C38 .".. C,& llllellllllllll ~r W1lClJI ,,"I"Ii " lit' o'IIlM (;J' 8nllDn IQ.1.Z), 1m' \NIl." .,.~ r__~C1H Pf'eC--- 'or p.K_t '''4 ("".g olll~"'4 :1\ "''-;1 n. .N! AC1 aot .... ~......cl In .tCCl"_' wit" "aTM ClkI. ~m_. .,..,.,.... CaI'lll'IlIlV .1I.n__ve.ll COf.... or "'lllt ,tIlo*. end IMV .llOuielll. bwlltltlllD ..ur Qu.I"" C61l1rol Owpenm."t I'.... m.3n.....7j _ ._ ~~ .......tIl... F.II~f'I..........ofI I'Ipo", 11\ I 11""'11 _1110<1 ..." e.lay ,..poC>n" llm.tll 09.11ng WIUI conc;fVt9 C;~. .. _II" flaw........'"' ."tornl""I. T~I. "'Ilf "''''011 .ull"'_, PI"- ..v..... or m.1IIr1Io1llC>8:lnc tnformalon /*fq,..'., pr(l~Ith., gr.tlng. ","'nl1'" C>llmpotIClcrl. 'f Qth.. k""'Jn.II~ "9~I"O ll\ItIfl," IMIIYIICtl".(I ~ umnere IIIl't.t11l1" t"OuIWI"n,) .. ptqpt18111'l_0lI ",~Illl"" 8"" ",",111 .. ,II'"' .". 1'..n.m....~ ... ..ny 11>"- 10 ""y po..-" or ......1l1li.. t_ j8 ". Iltll_.... aUCIWl ~u. In wrltl", ~ tl (l"I8r1'~ QI'I<;I. ()f ~ttIFllor. M.......... c""",.,.",. "..y ....._.4..._ .,.....,..... p...._..... "'.~I. 'nformtltl.,,, _~l_ P~..<utwd to Ul.l\)II".t ..~It <>flht .... Tuesday April 03 2007437 PM 08/~3/2007 02:ag 977~d~8088 Keith Flowers 972-462-8564 P 05 P~hE B5/tlt CUSTOM.-CRE TF. 2614 Joe Field Rnad Dan." Taa:'l 75229 (972)-243-4466 Fax (972)--143 7913 Cli.elK Sill"I Saba CoostlUctiOO Proj~-t: City of Coppell Materials' Cement. COllrsc l\gg Firle Agg. '\dml:'rtu~'l: Des~\ Sreci.fications; :1"- Day Strenath: Cement Conrent Slump Cs A~regatc: Adml)(ture' MBt~r'als. Cement Fine Agg Watt..."!" Adm!x (:160 % AIr Entrapped Ai, ~l1tra ined Ail" fresh Urnt WeIght L!;l/ClJ Ft Watc..o Cement Ratio LbfLb CO~CRETE :\fiX DESIGN FSOJOA Date, 4/2/2007 FFFf Blend oone ASTM e33, TcUJ lndustrif:s Mill Creek ASTM' (: .260. Euclid Air ~O t J2~ ~:l -:l . acks 10 H. I J"cJ\ nom: ASTM C-?60 Eudld Ai.- 30 MIX DES.lGN No. F5030A 275 264 100 000 000 % 800 % Wo~ht: (I~) 282 2673 434g 4.77 Oz AbsOlute VollJm~ 16434 1622R7 6 9679 .0000 flOaO ~. 1 f,OO ].7 0000 339() 2.5 125.56 I ~42 1740 Gal/ S~k ;\lore AdmIxtures subJeCt to adJustment as necd~d 'Jate ASTM C-94 , Stal1~d Spcclflc3tlUl1S For Ready Mix Cmlcrcb: state1i chat when ll1c OOIlCm:c strength is U$cd as the ba~lS fur acceptance, tl1c: ~nanufactu ra shall bf; ~tIlje.d to C(lp1e~ oftnt report!i Please ~\1e,t tJu: project laboratory to include our comp2..ny on tIlE d;stributiol1 hilt for reports so tl1at we Call morutor our petfonnantt Tuesday .~pnl 03 2007437 PM 68/01/~uB7 02:09 972~[jg8El08 Chent: Keith Flowers 972-462-8564 p06 "AGe \jq/ no Cust01l1 Crete 26.24 Joe Field Rpad Danas, TU8S 7312' (972)-243-4466Fu ('72)-243- 7913 CONCRETE MIX DESfGN FB5040A San. SClba ConStT1JctiOl1 4/2/2007 Pr.~el:'f. Crt)' of Coppell :\!Illlcrial s Cement: Course Asg, r me Agg Admixtures. Dll~jgl.1 S"I;<(;I ficatJ.omr ...... n Dav Strength' , Cement Content: Slump' c~ Aggr(lSi!.W Admixture Cemel'/t CSAgg fn~ Agg Watl;:f Admix C260 % AIT Admix C494 Ernrapped A~r EntraiDOO AiJ Fre~h Unit Weight I.b/Cu F1 Wala Cf:mc:nt RatIO LbiUl Date; fNtI)tlbllt( F;! / FFFf BlerJd ASTM C33, Tc:-;a.s h~du!!trics Crushed LurtCstoue .. ASTM C33, Texas Jndus!r.i~ Manufactured S~md ASTM C-260, Eucltd Alr30 (Air Entrainment) ASTM C-494, EUt:hd. NW (Wa1:t:l Reducel) 500 PSI V 4 Sacks \0 +-1 Inch 1/2 Crushed un.l@~tone ASTM C-260 ASTM (494 MIX DESiGN No. fB5040A 275 271 2.53 \00 0.00 376 1791 )447 236 4. 24 Oz ]6.8 Oz 2 !911 10,5911 8.8157 378~1 0000 0000 .0000 )6200 000% 600 % 3849 76 27.0000 142.5K ,628 7.08 Gall Sack :\Iote: Admixtures ~tlb.icc[ tQ adjustment as n,"~ded Nok ASTM C-94 . Standard Specification, FQT R(:ady Mix Concrete ~tates that woel the. conc~ srrcngth is used a5 tile basis for acceptanC'Ai:, the manufaC'.:urer shall be I::ntitled to l;OPle$ of te,'lt reports PltaBe request the project lahondoty lO include our l;ompany Oil the di:uributloll li!lt for reports so tllat \W can monitor our perfonnam:<: