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Riverside Church-CS010628K. B. ALEXANDER & CO. (Phone) 817-788-9533 4709 Old Denton Road, Fort Worth, TX 76117 (Fax) 817-788-8705 RETURN SUBMITTAL LETTER TO~Larry Davis 19~ ~' City of Coppell ~ P.O. Box 478 Coppell, TX (Fax) 304-3570 (Phone) 972-304-3684 972 ~ =.OM: Charlie Burda ~' J~T: Project Manager PRO Riverside Church of PROJ NO3~. 21002 SUBMIT NO.: 'N~ SEND VIA: Fax Only REQUIRED INITIAL ACTUAL RETURNED SUBMITTAL SUBMITTAL DATE: SUBMITTAL DATE: DATE FROM A/E: 5/27/2001 5/27/2001 6/28/2001 ACTION: Approved (AP) COMMENTS: Attached is the approval for the revised concrete design mix. SECTION I PARAGRAPH: 03000 - SPEC TITLE: Concrete COPIES: DESCRIPTION: 1 Resubmittal of Concrete Design Mix DISTRIBUTION COPIES SPECIAL INSTRUCTIONS Charlie Burda 1 Project File David Turner 1 Field File ?88 8?85 ~LEX~WDER £ CO 8I? ?88 8?05 P, Oi×O8 K. B. ALEXANDER & CO. (Phone) 817-788-9533 4709 Old Denton Road,-'~0rt Worth, TX 761-'~-7' ' ........... i-~x) 81'7-788-8705 '-:i-RANSMITTAL LETTER TO: Larry Davis i DATE:i' 06/27/01 · City of Coppell i JOB NO.; ] 21002 ! P. O. Box 478 , · · Coppell, TX 75019 ! TRAN NO.: I; 026 FROM: j Cherlie Burda i TO PHONE: ! 972-304-3684 ~ Project Manager i TO FAX:i 972-304-3570 i PROJECT: Rivemide Church of Christ ~[k- 'i SENI VIA: .I Fax Only COP,ES: I DESCRIPT~0N: j 1 ,bmittal of Concrete D Mix ACTION: { For your use -- REMARKS:I This is the revised eliminates Ff-/ u have any questions, please give us a I .:---.'T ......... -- --. . .-~ ~-' - . ........ ___ ...__.: ._.: % ~ Chadie Burda !i 1 File ' i' II ANCHOR COMPANIES FAX TRANSMISSION NUMBER: PROJECT: ~ '~ ~'~ ~r ~ ~ ~ '~ ~ COMMtNTS: PAGKS: ~ _ including the cover page FROM: Skylar Acock ~chor Companies W THgRE IS ANY TROUBLg WITH THE TRANSMISSION THIS FACSIMILLE OR IF YOU HAVE RECEIVED THIS FAX BY MISTAKE, PLEASE CONTACT 972/424-94118 FOR THE OFFICE OR 972/424-1S10 BY FAX. Dalhm Da~: June ~, 2001 Pro]eGt: R~e~i~e Churoh Con.actor: An~or Com~ni~, Inc. Men.ale: Cement- AS~ ~1~ Type ! - N=~ Texas Cement Fl~ ~h - ASTM ~18 Cla~ C - Bo~l Technologle; ~a~e Aggreg~e. ASTM C~3 F~ne Agg~gate Admi~re: A~TM AS~ C-26~ - Slab on Grade Walls Paving ~sign N umber 230 220 133 Designa~on 3000 3000 3600 Cement 470 470 517 Coaraa Aggmga~ t 860 1860 1850 Fi ne Aggregate 1 ~6 15~ 1324 Wa~r 260 250 250 Reenter 14 14 17 Air E~inme~ 0 3 4 / Unit W~ght WIC Ra~o .53 .53 Temp, Range ~-9G 50-9S 6~95 Slump Air 0-2 En~pp~d Beall Gon e En rprisea, Williem P Nkagridge '" .TUN-2?-2001 10:06 KB ~LEX~NDER ~ CO _.,8~?.,.~,788,.,,....,8705 ,-. ~,...- .. P. 05/ou North Tex~ .' Cement Compan.v REPORT OF FLY ANALYSIS BORAL M A~AL ~CHNOLOGIES INC, Proj~--t Name: plant Ol~eunion Fly Ah Quellty A.~ura~m~ CHEMJCAI. ANALYS]$: .....~ RESULTS C~S ~IC CLA~ FC Aluminum O~l~e ~'~'1~0~),..% .- "'~-~:~ .... .... , - .. - -.- iron Oxide (F~,}, % . 5.7. 'Calcium O~ (~a0), ~ ~,g .... 30.0140.~ Sul~rT~axide (S~), % .... ~.4 -6,~ ~'~. '~.~ max. Mol~t~[e Ca~e~ % 0~0- ...... -~.0 ma~_ . 3.0~,. Lo~s off ~g~i~, % -- 0.3 ~.0 mmv' - Amount Rettlnm~ off ~o. 32t SieVe, % ' 14.3 __ ~_ ~.max, 34 max, Cement et 2P D~s,_% Of~o~ml gg.3 , ?S mi~ 78 m~' -- i- S~ng~'A~v?~ Index wi~ Cement at ? O~vS. _- 89.1 75 m}~ 75 min. .. Water Requ~, ~,.~[ Control I 90.~ "~ max. ~ . ' ~'1~0 Autoet~w Soundne~A, % _.. _ _ ~.~ ~ ~ 0.~' m~x. o.B max. A~ail~Dle A~Ka~Io~ (Al E~uivllent NIl0}, % .. . o,g 1.5 ~ax. .. 1.~._ max._ _ , ' AS~ C ~18, CJa~ C · A~O M Z~, Class C Copies To: BMT1; Us, Melissa Garcia [I) RABA-KISTNER CONSULTANTS, Plul R. Lampe' f KB ~LEX~NDER & EO JUN-27-2001 10: OB ....... Henson Ac£recates .-.- gouth Tel, ~~S ~UA~ON ~tJ~ M S~ 3 ~h~ ~o b~ ~s) .............. 3~2 % be~ Trinity Materials, Inc. Sieve Analysis Results plant: ~ _P, rodu.ct-_' Da.~te. ,Dec.a.t.ur-205 ..... . Con-sand S/7tdO Sieve Weight Percent e/e/oo S!z_e_ . _Retained Retained Specifications sa_mple Taken;_ 'a/S" 0.0 0.0.. 0 Sampled, B,y:, JS #18 243.5 35~4 ~5-50' ~0 0.0' ~30 " -368.4' '~3.6 40-75 o.o #5o 516.3 75.1 ~-- 70-$0 , #:1-00 667.9 97.'~I " 90-g8 PAN 687.7 ~ Spec, Total ' F.M, 2,8~ 2.3-3,1 REPORT OF LABO~TOR¥ TESTING CI, IIgNT: Trinity Materials Inc. PRO,IIgCI: Aggregm~ T~ting V~riou~ Plants FUORO $OUTR ~ltO~ NO. 0700-2181 Page 11 of 42 [Du~: J~3 s, 20oo ] [ Pla.i N~.m: & .N_ urnber Decatur Plant ~Jl)5 Concrate _~pec. ific GravRy ~.nd Absorr, tioz~ of' Fine A~,,re~ate ASTM C 128 Unlt Weight;, and Voids_in A£1re~ate- ASTM, ~ ~9 Dry Radded' Un)~_W~ight =' i 10.9 l~o~nd p~r cubic foo~ - ] ' DE$CfWrT~N: PIii:ilK)IIMANCE - ~ ~l~ p~ ~ - ~oda~ ~l.~q ~~~ ~M~-o~and audl~e WHERE TO ~SE: PO~H 3~-N ~um ~ fl~ M~ M p~o~ ~1 ~ 3 · 7 ~ 0ZI pm I~ ~1 (1~ ~ 4~ mL ~r ~0O kg) nm c~ mm~on~l~l~d ~m ~e or ~ff~ ~n~. ~ ~ ~d.t~s in~b ~d4dpM end ~m~t ~ ua~ K ~ ~ M t fi K, pit · Buila~ng Tomorrow ff'n)l'MIM~ ~ TOTRL P.08 DF~RIPTIO~I: The ~ ADVANTAG~ OF ~R ~T~NMEN~ ~: · Impm~O p~nlee ~ c~te ~ck. a~ Oipe. ~gm~ ~ tho i~bl ~l~ ~mr. sy~m in ~me at b~e size and ~ng; and (0) ~rlTe ~mnO~,a~ng t~ Use ~ ~und agg~g~ a~ Add MB A~ ~ ldml~um to the ~nc~ mix Ullflg a ~uMy u~ a ~ ~ devoe ~ en~reg N be 0~ ~o~G ~ m~y Olh0 r ~, ~e am~ givM n~l~ ~ ~ ~ed Dy the l~odu~ ~ I w~of- d~er~e in ~m~n9 me~afl~a. ~;i~ te~om When ~u~ ~ low ar N~h m~ ~ ~ ~nm~oy under giv~ ~s. t~ mM~ eh~l~ bo ~oufll or ofltwn~ mr ~oq~md ~r a~u~ job coffins. Invg~Oa~. In ~ ~e, h is e~p~ly Important to · tn~ mix. uM 1/~ ~ 4 fl ~ 100 lbs dmu~i~: (a) ~t a ~ ~nt ~ ~r is ~ in ~e (1G to ZiO m~Ioo kg) M cement. aul~ ~r-~ M~m i$ ~ ~ in the hSrde~ In m~ ~Gm~. ~mJ, Joss ~ ~TUHE~: r~uifln ~ ~e q~.U~ ~ Me ~ gQ a~m m o~n me C~6O~ ~r ~AE ~0 ~ J~ ~m~b~ ~n d~l~ lit c~tenl of ~$ ~m b~h ~ m~e further ~OM m~no ~er idmix~m~ ~tr-~, ~- ~u~nm ~f no~ od. ~ Friauenl MB ~ go ~o~. r~. ~e~ m ~ d~O enould be ~e~ on ~t af ~ment. TOTRL P. 3.1