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Riverside Church-CS010625
~-25-2001 10:20 KB ALEXANDER & CO 817 ?88 8?05 P.04/11 ltall Concrefe h crprb m, l d. Dnlln~ I Fa'. Werfli Ma~rlale; Cement - ASTM G-150 Type I - NorSN Texas ~mant Fly A~h -ASTM C-~IB 01~,~ C- Boml Tachnolo~l~ Coarse Aggregef. e - ASTM ~ 57 - H~mson MMerial', Fine Aggreget~ - ASTM 0-~3 - Trfnlt~ Materials Admlxtum: A~TM C-484 - Maater Buildera - 322 N ASTM C-260 - Master Builders - AE 90 '1 Cub|~ Yard by We;ght- SSO Slab on Grade Welle Paving Design Number 1~I 124 350 Designation 3000 3000 3600 .~"~ C~--~''+ __ ~0 360 451 F~gg~g~~~ ~ 1450 1189 Water 230 ~8 ~ater Reducer 20 ~r Entailment -- 2.3 3.5 Umt Wmght 14g.8 ~48 WlC Ratio .50 .~ Temp. Range ~-95 5~96 Slump ~ 3-5 ~ Air ~ ~ 3-5 817 788 8705 K. B. ALEXANDER & CO. (Phone) 817-788o9533 4709 Old Di~nton Road, Fort ~0rth, IX 76117 ........ (F~) 8'17-788-8705 ..... ~'-RAN S M ITTAL'-i-"ETTE R TO:I! Larry D~i~ DATE: : 06/25101 ;' City of Coppeil JOB NO.: 21002 I ~ P.O. Box 478 ~ Col3pell, TX 75019 TRAN NO.: i. 018 I TO PHONE: 1 9724304-3684 :, FROM: Charlie Burda Project Manager TO FAX: 1 972-304-3570 PROJECT: Riverside Chumh of Christ SENT VIA: i Fax Only .... ', ;-~SCRIPTION: . ....... . ...... , I Concrete Design Mix Subm'tta pFFova s ~F - ~--~1~'.' For your use REMARK$:I Alt~ched are the Con~rete Mix Submfftal~ which have been approved as noted. If you have any question, please give me a call. DISTRIBUTION COPIESi SPECIAL INSTRUCTIONS Chadie Burda 1 ~;:, File K. B. Alexander & Co., David Tumer I ;~i Supefintendent's File K. B. Alexander & Co., Jeanne Borcherding 1 I Project Administrator's Files 3863 SVr'Loop 120 Suite 105, Fet~ Warfh, Tm 7613~ 117-294-1120 JUN-25-2001 18:28 KB ALE×ANDE~ & CO _ 817 788 8785 ~.0~/11 B~II Cencr~ Ei~orl~rbL~ L~d. D~. Jun~ 20. 2~ To: ~chor Co~cr~e ~$$~: ~r ~o~ Fax · ~ ~vem~e Church 16ili Celcrele n[erpri . L d. II)allaN I FI, Werfll M&f~riala; Cement - ASTM G-150 Type I - NQ~ T~a8 Cement Fly ~h -~TM G~IB Gl~8 C- Bor8l Teohnol~i~ Coaqe Aggregate - A~TM C~3 ~7. Hanson Materials Fine Aggrega~ - ~TM C~3 - Trln~ Admix~m: A~TM ~4 - Meant Buflderl - 3~ N ~TM ~2~ - Ma.~r Builderi - AE ~ Cubio Yard by Weight- Slab on Grade Walls Paving ~slgn Number 121 124 350 Designation ~00 3000 3~0 ~m-~. ~0 360 451 Fine Aggmga~ .......... ~ -- I ~'5-0- 1189 , Water 230 208 , Water Reducer 13 13 20 Nr Gn~alnmen~ -- 2.3 3.5 ', '~~ U nit W~ght 149.8 148 143.8 wIC Ratio .SO .46 Temp. Range ~-g5 S0-g6 Slump 3~ 3-5 ~ Air -- 3~ ~5 ~E ABOVE m~x ~BIGN W~NT~O ~ ~A~~ROANCE W~ A~M ~T&ND~OS ~D~EN RE~MME~ED '~ ~_ ~ Post-it' Fax Note 7671 [' ~F V Phone. Pho.~/~O~_ ~~ ~r. Bill MO~clTi~e B~II Concrel~ F.~e.,~ri~e.s, Ltd 1100 W~sq~fk Way This Idter ccrt~cs tha~ tho ~em prOeM by ~h T~ C~t Company t~ the M~dlmhien, T~ c~m pier is ty~ ~ll, ]~ ulktli ~m~r ~d is gu~anl~d to com~ly ~ ~ Spe~Gc~io~ C-1 IrmA/ 817 ?88 8?05 P.06×11 JUN-25-2001 10:20 KB ALEXANDER & CO - R PO T OF FLY BO~AL MATE~AL TECHNOLOGIES INC. A~: Dr. ~ussell HiJl, Ph.D. Project No.: ASD97-030-19 Sample Received; 03-05-01 Assignment Ne.: SQ1-00154T Tested By: NJS Week: March 2, 2001 Date Reported: 04-13-01 Project Name: Plant Oldaunion Fly Aah Qual;ty Assurance CHEMICAL ANALYSIS: ' -- - ASTM C ti18 - AASHTO ~ 295 RESULTS CLASS FIC CLASS FIC smco Dioxi de _ 4£0 ._ Aluminum Oxide (AI:0z), % 19.3 . ._ _ .- Iron Oxl.d.e IFa-zOrn), % - 5.7 Sum of Si0~, AI20a, Fe_~3~,'% - '- '"'65.0 70.01~'0.0 mln. '7O.Ol60:0 min. Calcium Oxide (Ca0), % ~._ 22.9 ' ' 30.0140.0 max. "Ma~tne~ium Oxide (Mg0), % 4.8 . . 5.0 max. Sulfur Trioxide~'(S0=), ~/, 1.4 -5,0 max.' _ 5.0 max. Moisture Content., %_ l:J. 0 -"- - ' 3.0 max. -3.0 max. Lo~s on Igniti_on.; %. 0.3 6.0'max. 5:0 m?x. ? Amount Retained_on No. 325 S~_eve, % I 14.3 34 m_a.x. _ 34 max. ' S_ pecifl.c Gravity_ __ ! 2.59_ ..... _ PHYSICAL ANALYSIS: Strength Activity In-deux with l~Ortl'nd i Cement at 2B Days. % of Control 99.3 75 min. 75 min. Strength Activity Index with Cement at 7 Days $9.1 75 min. 7S min. -Water R~qulred, % o1' Control 90.~J - 105 max.' - , ..10-0 max, *~utocleve Soundness, % _ . 4-.00_ 0.8 ~nax. 0. B max. Availat:)ie Alkalies -- . (As EcLuiva. lent Ne:o), % 0.9 ,, 1.5 .m_a_x. 1.5 max. ' ASTIVi C 618, C~ass C · AASHTO M 295, Class C Copies To: BMTI; Ms. Melissa Garcia ['I) RABA-KISTNER CONSULTANTS, INC. B17 7~ ~705 P.07/11 ~N-25-2001 10:21 KB ~LE×~NDE~ & CO .- '°'Hanson Llinson Agf~reg~tes ---' South Ccntrtl R~ion T~ehnienl Dsce; ~iv~ 03-3 l~ 1 C.136 3;1" S~ )7 ~136 f4 S~e 2 C- 136 ~8 Si~e 2 ,~ Pm~ 0.5 C-i27 8~ ~tflc Gf&YI~, S~ 2.677 ~-2~ V~ Co~t ~ ~d~d), 36.1 3.~2 %~. 12% Mu. C-2S ~kium C~bOMa B~V, ~.~ ~UN-25-2001 10~21 ~ ~LE×~NDE~ & CO _ 817 788 8705 ~.0~/11 Trinity Materials, Inc. Sieve Analysis Results Plant[ ; Product; pate: Decatur-205 Con-sand 917/00 Sieve Weight Percent Size Retained Retained Specifications Sample Taken: 3/8" 0.0 0.0 0 Sampled By: JS ~1/4" b.o 0.0 Tested By:- -- MC fl4 '- ~ 1.1' -1.6 -" 0-5 samPle-Weighti- 685.9" #8 " 12§i~ 18.0 0-20 Sand Equivalency: ~cj, .-], #10 0.0 Remarks: #16' " 243~5 .... 35.4' ' 15-50 #20 0.0 #30 368.4 53.6 - -'40-75' d.o #50 516.3 75.1 70-90 , #80 0.0 ~100 667.'9 97.1 90-98 #~30 682.8 99.3 97~I00 PAN 687.7 - ...... ' Spec, Total ' F.M. 2,81 2,3-3,1 JUN-25-2001 10:21 KB ~LE×~HDE~ & CO _ 817 ?88 8?85 P.09/11 REPORT OF LABORATORY TESTING CLIENT: Trinity Materials Inc. PROJECT: Aggregate Te, sting Various Plants FUGRO SOUTH ~P,O,mCT NO. 0700-2181 Page 11 of 42 I Da[~': )'u~"5,' 2006 " ._ [Pia_~t Name a-N~'~gcr- Decatur-i31ant #205 Con~ete Sand B_.Eeci§c Gravlt¥ and Absorotion of Fine Aggre_ga_te ASTM C 1_28 LAbsorp.tion = 1.63 %. _ _ _ I Bulk Spe_cific Gravity (SSD Basis)=2.59 ....... .. Unit Weig_ht and Voids in Aggregate _- ASTM C._29 [Dry Rodded Uhlt Wiight'_T-__l.!0.9 p'0.,~n~'per cubic ['Note: Resttlu ,~pl/v onl~ fo thc saml~les it~pplicd by_ Tri~l~ Mat~dal$ Inc. I · ' . · ; ~.'.:.~,~%~.- . DESCRIPTION: PERFORMANCE DATA: I~OZZOL~H* 322-N marly-to-use, liquid &ClrnfXtu~e J6 for ~ngTl~ m~ng ~re u~fa~ ~d pr~ QuaN~ c~tete. ~ ~x InlGel ~ Dlfl'er~ge - I~d ~ng~~ve ~d nexuml PO~2(~ - R~e6ve dumb~ ~ d~ ~ fre~mg ~ 3 fl o~ 5:15 · N0rmat-~no ~a~e~ (~S mU10O kg) 7 I[ 0E~w[ 6:20 ~t :00 ADVANTAGE~; (480 m~100 kg) C~e wll~ PO~OUTN 3~.N ad~ure eom ~ a rote ~p~lve - Superior~leBing ~a~edMi~ ~rll~wo~d ~ 3~o~c~ ~ 19~ 13~ ' Eflec~veasa~nguleradmlxtu~°rasi~mD°n~ina 5fl~c~ 3190 21.8 147 410o ~.3 !34 ~r BuilOem A0~xtu~ Sy~em (3~ m~10O kg) (456 m~l~ PO~0LITH ~2-N ~mlx~re is ~m~ for ~ in ~nc~e ~ere impmv~ ~rmBl-~g char~mnet~ are 5eai~ dine ~ ~n~me M infl~nced by ~e ~emi~l and ~. ~y~ ~os~t~n o~ ~e ~Wc Ingmdien~ el ~e, ~ t~tum o{ ~he ~cmte ~ t~. di~c im~v~ ~m~ mnc~to, sh~crmo (wet mix), a~ coflven- ~ dmermtno ~e ~88~ ~uimd For ~o~ i~g lime and fiO~ ~d ~mtll. It imp~s pl~, ~ ~n ~m~ mquiremmt. welom ~nc~te. ' 1ha dll 3h~n Il b~ on ~g~ I~m~ ~1o~9 ~ aam: 4~ t~ o~e I ~en~ c~en~ a~rov~ u~er AAS~O, ~M ~ CRO op~f~- ~n~l tempe~re 70 · [~ ~): a~;entm~erat~ 74 ~j~J~ ~', a~t edmi~ m. each adm~x~m m~ be dt~d ~y trim l~e mix. QUANTI~ TO USE: POP.TH 3~-N ~ml~um w;, not Injects ~ p~mom PO~O~H 3~ ~d~ure ~ m~mmended tot ~r~on M mining ~el ~n ~cr~. ~is ~amF~m doe~ rate et 3 ~ 7 ~ ~zs ~ 100 lbo {10~ ~ 4~ mL par leo kO} n~ CanOn in~oflNly ad~d c~m ~lo~o Gr ~lod~ Ot cem~ ~r most ~ta m~es using average c~ tram ~r ~e dngm~len~ used In im m~u~re, ~triou~ ~or~ ma~fl~8, ~oa~o rotes ~her less t~r, 0.~024% (2,4 p~} ~da. ~n~ by ~lOh~ ~ the ~mou~ ~y ~ require. In such ~e, ~mem wh~ uooa ~e ~ d I a oz. per Morner BuYers ~p~mave. 1~ i~ (~ ~ ~ 100 ~) ~ camac 8Ullaing Tor~rmw Togm~eP DESCRIPTION: The use of MB AE 00 a~r-entra/ning adm,xtu.~ wi~ Meu~er me~ ~e ~m~ al ~TM C ~, ~HTO M 1~ eno li~t~ight ~cr~. H~we~g~ co~ no~eliy doe~ not CR~C t3. ~n~n ~n~ ~r ADVANTAGES OF AIR ENT~NMEN~ NO~: When ~ entra~ et ~lr~ ~ete ree~ ie ln¢ ~,~1~ added m ~e m;x ee~ (~mugh dl~peflSer~ m ~uGiiy) ;~en~ in ~n~ · Increased ~e ~o S~iing from dei~ng .a~ . Pot o~mum, ancient ~e~ the air-~mfning · R~ ~e~l~Med ~ni~me~ edmlmum mould be d[ID~d ~ deep, fi~ ~grega~. · n~ ~gmO~on ~ ~eding ~n us~ lighlwag~ fine a~reg~e, f~ e~iu&go~ ahou~ · Imbed p~iet of Co.em dumbi~ ~amh ~u e~ll~ ~ Ihe best pmt~on tm ~nCmle from ~e a~e~e e~ ~I fme~ USAGE INFORMATION: ~w ~et and ~ng ~Mnt ~n ~ h~e~ ~r~: (b) a s~ble ~r-~i0 O0 not e~U~ or mix R ~ a~y o~ef ~amJ~m. ~or~te stre~g~, a~mi~ ~per m[~ng, ~a~, handling end m~g t~M~u~, d~r d~ign~ tm airbrushing ~l~umg: ~ add ~umly ulbg a s~le m~ud~ device ~at e~aure~ C~ of air ~nt~t e~uld be b~ u~on ~te~lnadona ~cu~wi~tnDlusorminue3%of~ereQui~a~unL m~ ~ ~ mr-emmi~ng nM~y ~J~ pc=turn. When ~u~iy Iow ~ ~gh ~n~ ol an ~r. ent~ng clump. ~ at ~eying and ~ac{ng. uee ~ extra fine o(it ~e m~i~d ~ of m ac~we ~r~ S~ u~e~ ~ve~a. tn ~ ~e, ~ it e~i~ Imponant to a t~ mix, u~ 1/4 m 4 fl o~ ~0O lbs d~e~e: (a} ~at a ~g~nt ~ ~r ~ ~ined in ~e aul~n ~r-~ld ~m ;~ bei~ aborted In I~e ~arde~d In mi~ c~J~l~ ~lar~0~cl~G, ~0n~lling adm;x. c0nc~te, tu FEATURES: R~ady to U~ 3~u~ofl i~ ~ pmpe~ ~~n for m~, c0n~nt. ~ult your Io~l MI~( Buirdo~ top.enrage. a~mto Qepe~tng. Mo~vre ~e ~r cofllg~ ~ ~6 ~ m~ ~d el~r ;ncr~ or c~om~ co~ning ~er idmix~m~ ~ter-~uce~, r~ ~r-~cm~. u~l.~, m~, ~nd wa~er ;reQuem ~e~ dunflg ~e ~ur~ of t~o wo~ ~houfa be ro~ll~ m~e ~in~ many ~(e may mfludro a~u~t~nb in the p~m o[ ple~ment. TOTRL P.11